Rural Development Department has published Construction Piped Water Supply Scheme At Malwadgaon Tal Shrirampur, Dist. Ahmednagar. Submission Date for this Tender is 29-04-2021. Water Supply Project Tenders in AHMEDNAGAR Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 23-Apr-2021 | DATE EXTENSION 02 | Date | 27-04-2021 |
| 2 | 27-Apr-2021 | DATE EXTENSION 03 | Date | 29-04-2021 |
| Sl. No. | Item Description |
| 1 | Percolation Well Item No. 1 :- Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders 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 baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. |
| 2 | Item No. 2 Excavation in general in hard material comprising of soft rock, hard rocketc, by blasting, chiselling as required in wet or dry condition for head work i.e. intake well, connecting pipe, jack well, pump house, supply well etc. for lift of 0 to 1.5 m & lead of 150 m including baricading, guarding ,disposing of surplus excavated stuff within a radious of 5 km. (as directed by Engineer in charge). |
| 3 | Item No.3:- Additional lift charges Lift 1.50 to 3.00 M. |
| 4 | Lift 3.00 to 4.50 M. |
| 5 | Lift 4.50 to 6.00 M. |
| 6 | Lift 6.00 to 7.50 M. |
| 7 | Lift 7.50 to 9.00 M. |
| 8 | Lift 9.00 to 10.50 M. |
| 9 | Lift 10.50 to 12.00 M. |
| 10 | Lift 12.00 to 13.50 M. |
| 11 | Lift 13.50 to 15.00 M. |
| 12 | Item No. 4 Providing and laying in situ following grades of CC of trap /granite /quartzite /gneiss metal of approved quality for RCC work as per detailed design and drawing or as directed by engineer in charge including normal dewatering centring formwork, compacting, finishing the formed surface with c.m.1:3of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing etc. complete For RCC M-250 grade Beams |
| 13 | For RCC M-250 Vertical Walls |
| 14 | Item No. 5 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, 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) |
| 15 | Item No.6 :- Providing & fixing 80mm dia AC/PVC pipe weep holes at 1.50 m c/c staggerded including cost of all material & labour involved with all leads & lifts etc. complete. |
| 16 | Item No. 7 Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge. |
| 17 | Item No. 8 Providing stuctural steel work in rolled Section like joist 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 Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and two coats of anticorrosive paint and over it two coats of oil painting, etc. complete. |
| 18 | Item No. 9 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,fuel,labour) etc.complete. |
| 19 | Item No.10 :- Providing & Taking inwell boreincluding all labour & material charges etc. complete. 1.Trial Vertical Bore 150 mm dia |
| 20 | 2. Hor. Inwell Bore 115 mm dia |
| 21 | Item No.11 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. |
| 22 | Switch Room 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. Soft Material |
| 23 | Hard Material |
| 24 | Item No. 2 Providing and laying in situ, PCC following grade of trap /granite /quartzite/ gneiss metal for foundation and bedding including bailing-out water , formwork, compacting and curing Complete . PCC 1:3:6 (M-100) Grade |
| 25 | Item No. 3 Providing and casting in situ cement concrete of trap granite / quartzite / gneiss metal for R.C.C. work as per detailed drawing & designdrawings or as directed including centering, formwork of steel, compaction, etc. complete. i) RCC M-200 for Foundation |
| 26 | ii) RCC M-200 for Coloumns |
| 27 | iii) RCC M-200 for Beams |
| 28 | iv) RCC M-200 for Lintels |
| 29 | v) RCC M-200 for Chajjas |
| 30 | vi) RCC M-200 for Slabs |
| 31 | Item No.4 Providing and fixing in position TMT steel bar reinforcement of various dia. For RCC piles, caps, footings, foundations, slabs,beams,columns, canopies, staircases newels,lintels,chajjas,pardies,coping, fins, arches etc. as per detailed design drawing and schedule including cutting,bending,hooking the bars binding with wire or tack welding and supporting as required etc. complete (including cost of binding wire) Tor Steel |
| 32 | Item No.5 Providing & construction II nd class B.B. Masonary with conventional Brick in CM of following proportion in superstructure including striking joints, raking out joints, watering and scaffolding complete. |
| 33 | Item No. 6 Providing & laying dry rubble stone solling in 15 to 20 cm layers (including hand packing & compaction) etc complete. |
| 34 | Item No. 7 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. |
| 35 | Item No. 8 Providing and laying Shahabad Stone Flooring 25 to 30 mm thick and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning etc. complete. Polished shahabad Flooring 25-30 mm thick |
| 36 | Item No. 9 Providing and fixing rolling steel shutter fabricated from steel laths of min thickness 0.9 mm with lock plate of 3.15 mm thickness rainforced with 35 x 35 x 5 mm angle section fitted with silding bolts and handle 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 arrangement M.S. Bracketplate 300 x 300 x .15 mm mm min size and shape with sqrare bar saupension shaft of minimum 32mm dia etc complete |
| 37 | Item No.10 Providing and fixing steel window of various sizes as per detailed drawing bars 12 mm at 10cm centre to centrewithout hot dip zinccoating without ventiators including fabricating/ glazed with plain obscured glass panels of approved type and quality iron oxidised fixtures and fasteningsfinishing with oil painting two coats complete. |
| 38 | Item No.11 Providing Cement plaster for following thickness with approved coat in C.M. in following thickness proportion with / without nerru finish to concrete brick stone surface in all postion including scaffolding & curing etc complete a) for inside with nerru finish with 20 mm thick in cm1:4 |
| 39 | b) for inside with sand face plaster with 20 mm thick in cm1:4 |
| 40 | Item No.12:-Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. |
| 41 | Item No.13:-Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the pastered surfaces including scaffolding if necessary excluding primer coat cleaning and preparing the surfacewatering for two days complete. |
| 42 | Rising main Section Item No. 1 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 including all statutary duties and taxes such as GST levied by Gol and GoM in all respect,transportation and fright charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains, etc. complete. 140 mm dia PVC Pipe 6kg/cm2 |
| 43 | Item No. 2 Providing and site of work std length ISI mark PVC / GI specials including all statutary duties and taxes such as GST levied by Gol and GoM in all respect,transportationetc. complete. |
| 44 | Item No. 3Providing and supplying double flange sluice valves confirming for IS 2906 / 14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all statutary duties and taxes such as GST levied by Gol and Gom in respecttransportaion etc complete CIDF Sluice Valve 125 mm dia PN-1 |
| 45 | CIDF Scour Valve 80 mm dia PN-1 |
| 46 | Item No. 4 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following diaincluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect, railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) CIDF Reflux Valve 125 mm dia PN-1 |
| 47 | Item No. 5 Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type 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 statutary duties and taxes such as GST levied by Gol and Gom in respecttransportatoin upto departmental stores / site, etc. complete. Air valve S/B type PN-1 40 mm |
| 48 | Item No. 6 Excavation for foundation/pipe trenches in earth,soil of all types,sand,gravel and soft murum including removing the excavated material with all lead and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 49 | Item No. 7Excavation for foundation/pipe trenches in hard murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. |
| 50 | Item No 8 Excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation, asphalt road including removing the excavated material with all lead and lifts, stacking and spreading as directed by engineer in charge, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. |
| 51 | Item No. 9 Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. |
| 52 | Item No. 10 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. |
| 53 | Item No 11 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, giving satisfactory hydraulic etc complete 140 mm dia 6 Kg/sqcm. |
| 54 | Item No. 12 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 mm dia 6 Kg/sqcm. |
| 55 | Item No. 13 Lower and laying and jointing in position following class and dia C.I. D/F Reflux valves, butterfly valves and sluice valve including cost of all labour jointing material including nutbolt and giving satifactory hydraulic testing etc complete CIDF Scour Valve 80 mm dia PN-1 |
| 56 | CIDF Reflux Valve 125 mm dia PN-1 |
| 57 | CIDF Sluice Valve 125 mm dia PN-1 |
| 58 | Item No. 14 Hydraulic testing offollowing class and dia C.I. D/F Reflux valves, butterfly valves and sluice valve including cost of all labour jointing material including nutbolt and giving satifactory hydraulic testing etc complete CIDF Scour Valve 80 mm dia PN-1 |
| 59 | CIDF Reflux Valve 125 mm dia PN-1 |
| 60 | CIDF Sluice Valve 125 mm dia PN-1 |
| 61 | Item No. 15 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.) Upto 40 mm diaS/B Air Valve |
| 62 | Item No . 16 Providing and constructing 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. As above of 60 x 45 x 90 cm internal size and depth upto 0.90M |
| 63 | Item No. 17 Providing and laying in situ, cement concrete of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) PCC 1:2:4 (M-150) Grade |
| 64 | Item No. 18 Refilling the trenches with available exvavated stuff with soft material first over pipeline and then material in 15cm layesrs with all leads and lifts including consolidation surcharging etc. |
| 65 | Pumping Machinary Item No. 1 Providing and erecting and giviing test & trial of Submersible with allied equipments as under i) Submersible Pumpsettype 10 HP 150 mm dia, 12 stages 25000 LPH |
| 66 | G.I. Pipes 100mm dia Heavy duty |
| 67 | G.I Bend "B" Class 100mm dia |
| 68 | L. T. Panel Fabrication 16 swg |
| 69 | Iron frame work |
| 70 | Change over Switch (I.OT.P.N) |
| 71 | Cut out orcelein base 63 Amp |
| 72 | Providing earthing with copper earth plate size 30 x 30 x 0.315 cm complete with all materials |
| 73 | L. T. Capacitor |
| 74 | FASD Startor |
| 75 | PVC Submercible cable for motor 3 core 6 sqmm PVC Submersible cable |
| 76 | 100 mm dia Sluice Valve PN-1 |
| 77 | 100 mm dia Reflux Valve PN-1 |
| 78 | Transformer 63 KVA |
| 79 | ESR Item N0. 1 Designing (aestheically) and constructing R.C.C Elevated service reservoir of following capacity with RCC staging consisting of columns, internal and external bracings,spaced vertically not more than 4.5 m c/c including excavation in all types of strata foundation concrete cement concrete with waterproofing compound to the insideface of the container including refilling disposing of the surplus stuff within a lead of 50 m all labour and material charges including lowering, laying, errrecting, oisting and jointing of pipe assembly of inlet,outlet,washout,overflow and byepass arrangement as per departmental design providing and fixing accessories such as M.S.ladder, C.I.manhole frame and cover water level indicators, Lightening conductors G.I.pipe railing around walkway and top slab, providing spiral staircase from ground level to roof level,B.B.masonry chambers for all valves,ventilating shafts,providing and applying three coats of cement paint to the structure including roof slab and giving satisfactory watertightness test as per I.S.code.The job to include painting the name of the scheme and other details on the reservoir as per direction of engineer in charge.(1) The design of the structure be in accordance with relevant I.S.3370-1965 or revised.(2) The design shall satisfy the stipulations as per I.S.1893-1984 AND I.S.13920/1993 for sesmic force and I.S.11682/1985 for RCC staging of overhead tanks A) E. S. R. Gaothan cost for 50000 lit capacity RCC ESR 12 M Stage |
| 80 | Item No. 2 Providing ISI mark G.I. pipe of following class and dia. Including all tatutary duties adn taxes such as GST levied by Goi and Gom in all respect transportation to stores, etc. complete as per IS 1239/2004 a) 100 mm dia G.I. med. |
| 81 | 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 including all tatutary duties adn taxes such as GST levied by Goi and Gom in all respecttransportation etc complete. a) 100 mm dia Sluice Valve PN-1 |
| 82 | b) 100 mm dia Sluice Valve PN-1 |
| 83 | Item No. 4 Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside Including all tatutary duties adn taxes such as GST levied by Goi and Gom in all respect transportation to stores / site, and stacking, etc. complete. Double flanged specials of all dia. |
| 84 | Distribution Section Item No. 1 Providing ISI mark G.I. pipe of following class and dia excludingGST levied by Gol and GoM in all respect,transportationstore etc. complete. 80 mm dia GI (MD) pipe |
| 85 | 100 mm dia GI (MD) pipe |
| 86 | 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 including all statutary duties and taxes such as GST levied by Gol and GoM in all respect,transportation and fright charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains, etc. complete. 110 mm dia PVC Pipe 4kg/cm2 |
| 87 | 90 mm dia PVC Pipe 4kg/cm2 |
| 88 | 75 mm dia PVC Pipe 4kg/cm2 |
| 89 | Item No. 3 Providing and site of work std length ISI mark PVC specials including all statutary duties and taxes such as GST levied by Gol and GoM in all respect,transportationetc. complete. |
| 90 | Item No. 4Providing and supplying double flange sluice valves confirming for IS 2906 / 14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all statutary duties and taxes such as GST levied by Gol and Gom in respecttransportaion etc complete Sluice Valve 100 mm dia PN-1 |
| 91 | Sluice Valve 80 mm dia PN-1 |
| 92 | Sluice Valve 65 mm dia PN-1 |
| 93 | Item No.5Excavation for foundation/pipe trenches in earth,soil of all types,sand,gravel and soft murum including removing the excavated material with all lead and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 94 | Item No. 6Excavation for foundation/pipe trenches in hard murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. |
| 95 | Item No 7 Excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation, asphalt road including removing the excavated material with all lead and lifts, stacking and spreading as directed by engineer in charge, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. |
| 96 | Item No. 8 Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. |
| 97 | Item No. 9 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. |
| 98 | Item No 10 Lowering, laying and jointing with G.I 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, giving satisfactory hydraulic etc complete 80 mm dia GI (MD) pipe |
| 99 | 100 mm dia GI (MD) pipe |
| 100 | Item No. 11 Hydraulic testing of G.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length 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 rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 80 mm dia GI (MD) pipe |
| 101 | 100 mm dia GI (MD) pipe |
| 102 | Item No. 12 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, giving satisfactory hydraulic testing etc complete 110 mm dia PVC 4 kg pipe |
| 103 | 90 mm dia PVC 4 kg pipe |
| 104 | 75 mm dia PVC 4 kg pipe |
| 105 | Item No. 13 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. 110 mm dia PVC 4 kg pipe |
| 106 | 90 mm dia PVC 4 kg pipe |
| 107 | 75 mm dia PVC 4 kg pipe |
| 108 | Item No. 14 Lower and laying and jointing in position following class and dia C.I. D/F Reflux valves, butterfly valves and sluice valve including cost of all labour jointing material including nutbolt and giving satifactory hydraulic testing etc complete 100 mm dia Sluice Valve PN-1 |
| 109 | 80 mm dia Sluice Valve PN-1 |
| 110 | 65 mm dia Sluice Valve PN-1 |
| 111 | Item No. 15 Hydraulic testing offollowing class and dia C.I. D/F Reflux valves, butterfly valves and sluice valve including cost of all labour jointing material including nutbolt and giving satifactory hydraulic testing etc complete 100 mm dia Sluice Valve PN-1 |
| 112 | 80 mm dia Sluice Valve PN-1 |
| 113 | 65 mm dia Sluice Valve PN-1 |
| 114 | Item No . 16 Providing and constructing 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. As above of 0.60 x 0.90 x 1.20 cm internal size and depth upto 0.90M |
| 115 | Item No. 17 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. 100 mm x 225 mm (20kg) |
| 116 | Item No. 18 Providing and laying in situ, cement concrete of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) PCC 1:2:4 (M-150) Grade |
| 117 | Item No. 19 Refilling the trenches with available exvavated stuff with soft material first over pipeline and then material in 15cm layesrs with all leads and lifts including consolidation surcharging etc. |
| 118 | Misscelleneous Item No. 1 Providing and erecting chain link fencing 1.6 M height with G.I. chain link of sixe 50 x50 mm 8 gauge thick and fixed 75 mm above ground level vertical M.S. Angle 40 x 406 m size embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm at 1.75 m c/c with iron bar 16 mm dia as hold fast including welding link with angle frame at 30 cm c/c/ nuts and bolts and horizontal M.S. angle at top |
| 119 | Item No. 2 Providing and fixing Wicket gate 1.0 M wide for compound with 40 mm dia M.S. black pipe medium class, approved grill work RCC M-150 side pillars of 25cm x 40cm x 2.5 M height its foundation finishing painting etc complete |
| 120 | TRIAL RUN Item No. 1 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 months for individual scheme and 3 month for giginal spared together with training of personal 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 ( 12 Months) |
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