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Tender For Jal Jeevan Mission Water Supply Project For Deulwadi Tal Karjat Dist. Ahmednagar, ahmednagar-Maharashtra

Rural Development Department has published Tender For Jal Jeevan Mission Water Supply Project For Deulwadi Tal Karjat Dist. Ahmednagar. Submission Date for this Tender is 16-08-2022. Water Supply Project Tenders in ahmednagar Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

33441497
Tender For Jal Jeevan Mission Water Supply Project For Deulwadi Tal Karjat Dist. Ahmednagar
Open Tender
Indian
Maharashtra
ahmednagar
16-08-2022

Tender Details

Tender For Jal Jeevan Mission Water Supply Project For Deulwadi Tal Karjat Dist. Ahmednagar

Key Value

Document Fees
INR 5600 /-
EMD
INR 53196.0 /-
Tender Value
INR 53.19 Lakhs /-

BOQ Items

Name of Work:Jal Jeevan Mission Water Supply Project Deulwadi Tal. Karjat
Sl. No. Item Description
1Sub Work No.3 Raw water Pumping machinery Item No 1 :- Submersible pump Providing, errecting and giving testing of submercible pump set confirming to IS 8034 and Motor confirming to Is 9283 with water proof winding .Pump shall be suitable to discharge 14 LPS against total head 93 meter with bronze / CFM 8 impeller and stainless steel shaft.Dia of pump shall be 250 mm.and Motor suitable to working 415 volts +/- 10 %, 3 phase 50 Hz A C supply and with cable guard, thurst carbon / fiber bearing to with stand entire hydraulic thurst. the pump set shall be suitable to direct coupling with suitable suction strainer and as per detailed specification. Submercible pumpset 150 mm dia.with Bronze Impeller upto 8 Stages of Category A& B 3BHP, Q = 2.13LPS, H = 43.05Mtrs
22) G.I.Pipe50MM Dia. Heavy Duty
33) G.I. Bend50MM Dia.
44) L.T.Panel fabrication 18 swg
55) Iron frame work
66) Metal clad TPN Switch -32Amp
77) Rotary Change over switch -32Amp
88) Cutoutporcelein base -32Amp
99) ELCB 2 pole Upto 100 Amp
1010) Pilot Lamp
1111) Voltmeter 144x144 mm
1212) Ammeter 144x144 mm
1313) Internal wiring
1414) L.T.Capacitor
1515.DOL Startor
1616) Earthing
1717) P.V.C.Submercible cable3 core 2.5 Sqmm
1818) providing sluice valve 65mm
1919) providing reflux valve 65mm
2020) pressure gauge 100mm
21Rate Analysis for Internal and external Electrification (RW) CSR 20 -21 Supplying & erecting LED 18W tube light fitting (4 feet)
22Point wiring
23Supplying and erecting LED street light suitable to 40 to 48 watt with IP 65 Protection
24Supply of mains 2x1.5 wire
25Other materials
26Rate Analysis of Tools for Pure Water D E Open Fix spanner
27Ring Spanner
28Ball pen hammer 800 gm
29Combination cutting plier
30Adjustable wrench
31Pipe wrench 450 to 60 mm
32Pipe wrench 600 to 76 mm
33Screw driver Engg. patern 6x300 mm
34Screw driver Engg. patern 8x200 mm
35Screw driver Engg. patern 5x200 mm
36Screw driver Engg. patern 5x300 mm
37Screw driverwith green neon bulb line tester3.6 to 60 mm.
38Hack saw frame 300 mm
39Tool box
4050 mm size G.I. pipe 1.5 m long
41Insulated tester ( Megger ) Tong Tester
42Hnd operated crimping tool with set of diameter varying 6 to 185 mm
43Sub Work No.4 PUMP HOUSE (3M X 3M) 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.
44Item No 2 :- Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace 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.
45Item No 3 :- Providing and laying in situ cement concrete M-10 / 1:3:6 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) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000
46Item No 4 :- Providing uncoursed rubble masonry of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing-out water manually, striking joints on unexposed faces and watering complete.
47Item No 5 :- Providing and laying in situ, cement concrete M-15 / 1:2:4 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) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000
48Item No 6 :- 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.
49Item No 7 :- Providing Bricks masonry in cement mortar 1:6 using Iind class Clay bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete.
50Item No 8 :- Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap / granite /quartzite/ gneiss metalas per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, 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 complete, with fully automatic micro processor based PLC with steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand For R.C.C. columns Footing
51For R.C.C. columns
52For R.C.C. Beam & Lintel
53For R.C.C. Chajja
54Item No 9 :- Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and 20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing 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 mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand
55Item No 10 :- Providingsandfacedplasterexternallyincement mortarusingapprovedscreenedsand,inallpositions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1kg percement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.Spec. No.: Bd.L.7 Page No. 369
56Item No 11 :- Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.4 Page No. 368
57Item No 12 :- Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete.
58Item No 13 :- Providing and fixing solid core flush door shutter commercial in single leaf 30 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel Hinges and cromium plated fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. Spec. No.: Bd-T-36, Page No. 500
59Item No 14 :- Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain /obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.)
60Item No 15 :- 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.
61Item No 16 :- Providing and laying 25mm to 30mm thick rough Shahabad Stone Flooring 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.
62Item No 17 :- 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 & brooming down complete.
63Item No 18 :- 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.
64Item No 19 :- Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, excluding primer coat cleaning and preparing the surface, watering for two days complurface by brushing & brooming down complete.
65Sub Work No.5 Raw water Rising MainItem No 1 :- 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, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. (Bd-A1/259)
66Item No 2 :- Excavation 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.
67Item No 3 :- 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.
68Item 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.
69Item No 6 :- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 /13488 (Latest version) with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. H.D.P.E. PIPE ( PE-100) a) 90 mm 6 Kg/ Cm 2
70Item No 7 :- 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 H.D.P.E. PIPE ( PE-100) a) 90 mm 6 Kg/ Cm 2
71Item No 8 :- 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.
72Item No 9 :- 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 IS1239/2004 80 mm dia medium duty
73Item No 10 :- Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge. 80mm dia medium duty
74Item No 11 :- Providing and supplying Air Valves as per IS14845-2000 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. a) Air Valve Double Ball Flanged Type - PN -1 --- -50 mm dia
75Item 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 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.)
76Item No 13 :- 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. a) sluice valve PN-1 80MM DIA
77Item No 14 :- Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) a ) Non Return valve PN-1 80MM DIA
78Item No 15 :- Lowering laying and jointing in position following class and dia. C.I. Reflux valves, butterfly valves and sluice valve including cost of all labour jointing material including nutbolt and giving satisfactory hydraulic testing etc. complete. a) sluice valve PN-1 80 MM DIA
79a ) Non ReturnvalvePN-1 80MM DIA
80Item No 16 :- Providing & constructing B.B.Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation, BB Masonry in CM 1:5 proportion precast RCC Frame and cover etc. complete as directed by engineer in charge( Note wall thickness 0.23 mtrs for depth of 1.20 m and 0.35 for balance depth exceeding 1.2m (a) As above of 0.90mx0.60m internal size and depth upto 1.20 M with precast RCC frame and cover.
81Item No 17 :- Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete. PCC M-150
82Item No 18 :- 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 excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete
83Item No 19 :- Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitablefor either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. 200 mm Dia
84Item No 20 :- 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-incharge (For all class of pipes.) Collar Joints.as per IS 783/1985 200 mm Dia.
85Item No 21 :- 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.. a) 90 mm 6 Kg/ Cm 2
86Item No 22 :-Providing & supplying HDPE/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
87Sub work 6 : RCC ESR CAPACITY 50000Lit. @ 12Mtr Staging 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 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs 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 off the surplus stuff within a lead of 50 metres, all labour and material charges including 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 M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and antitermite treatment for underground parts of the structure 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 relevant I.S. specification (I.S. 3370 - 1965 or revised.) 2) The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tank For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. 4) The entire structure shall be in M-300 mix only. 5) Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed. 6) Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 7) These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity. 8) Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300. 9) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition. 10) All conditions given in the Member Secretary"s Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 11) 75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 12) The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column. 13) For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside. 14) Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item. 15) The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR. 16) The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below 12 to 16 M staging - 2% per metre 16 to 20 M staging - 3% per metre20 M and above - 4% per metre For 17 M staging height, percentage calculation will be like below : 12 to 16 M --- 4 x 2 = 8% 16 & 17 M --- 1 x 3% = 3% Total = 11% For 21 M staging height, percentage calculation will be like below : 12 to 16 M --- 4 x 2 = 8% 16 to 20 M --- 4 x 3% = 12% 20& 21 M --- 1 x 4% = 4% Total = 24% 17) Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR). Notes 1) Conditions from Sr. No. 1 to 11 shall form a part and parcel of the tender and must be included in the draft tender papers for works of R.C.C. E.S.R. 2) Conditions from Sr. No. 12 to 17 are for estimation purpose only and shall not appear in the tender Capacity of ESR 30000Lit. @ 12Mtr Staging
88Item No. 2 : Providing ISI mark CIDF pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. INLET PIPE--80MM DIA.
89Outlet and overflowPipe=125MM DIA
90Item No.3 : 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 excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.
91Item 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. Sluice Valve 80mm Dia.(PN-1)
92Sluice Valve 125mm Dia.(PN-1)
93Sub Work No.7 : DISTRIBUTION SYSTEMItem No. 1 : Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.
94Item No. 2 : 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, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete.
95Item No. 3 : Excavation 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.
96Item No. 4 : 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.
97Item No. 6 : 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.
98Item No. 7 : 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).C) 90mm dia.6kg/cm4 PVC
99Item No. 8 : 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,etc. complete (with cement solvent joint / ring fit joint). C) 90mm dia.6kg/cm2 PVC
100Item No. 9 : 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.
101Item No. 10 : 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. 80mm Dia. Medium Duty
102Item No. 11 : Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labouretc. complete either underground or in vertical position, as directed by Engineer-in-charge. 80mm Dia. Medium Duty
103Item No. 12 : Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approvedmake 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. 25mm Dia Air Valve Single Ball Flanged / Screwed Type - PN -1.0
104Item No. 13 : Providing and fixing in position M.S. Air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x3 mm size M.S. angle frame, concre- ting in M-150 for fixing the box in position,applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge. a)  For single ball air valve
105Item No. 14 : 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. b) sluice valve PN-180 mm dia
106c) sluice valve PN-1100 mm dia
107Item No. 15 : Lowering laying and jointing in position following class and dia. C.I. Reflux valves, butterfly valves and sluice valve including cost of all labour jointing material including nutbolt and giving satisfactory hydraulic testing etc. complete. b) sluice valve PN-180 mm dia
108c) sluice valve PN-1100 mm dia
109Item No. 16 : Providing & constructing B.B.Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation, BB Masonry in CM 1:5 proportion precast RCC Frame and cover etc. complete as directed by engineer in charge( Note wall thickness 0.23 mtrs for depth of 1.20 m and 0.35 for balance depth exceeding 1.2m (a) As above of 0.90mx0.60m internal size and depth upto 1.20 M with precast RCC frame and cover.
110Item 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.225mm x 300mm (40 kg)
111Item No. 18 : Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.
112Item No. 19 : 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 excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.
113Item No. 20 : Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. 200 mm dia Class ‘NP-II ’ ( For 2.00 m Length )
114Item No. 21. : 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.) Collar Joints.as per IS 783/1985 200 mm dia Class ‘NP-II ’ ( For 2.00 m Length )
115Item No. 22 : 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.C) 90mm dia.6kg/cm2 PVC
116Item No. 23 : 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. 80mm Dia. Medium Duty
117Item No. 24 : Providing and laying in-situM30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.
118Item No. 25 : Providing & supplying PVC/GI specials ( 10 % of cost of pipe shall be considered percent of specials for estimate purpose.)
119Sub Work No.8 : Miscelleneous Work Item No. 2 : Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
120Sub Work No.9 : Estimate for Stand Alone Solar Panel Providing Stand Alone Solar Panel With USPC system for Pumping Machinery1SET OF 3H.P. With USPC
121Sub Work No.10 : 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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