Tender For Repair Pipe Water Supply Scheme At Karde, Tal Guhagar, Guhagar-Maharashtra

TDR : 49511436

Tender Notice
Corrigendum Details
BOQ

Expired

Guhagar , Maharashtra

Tender Brief : Corrigendum : Tender For Repair Pipe Water Supply Scheme At Karde, Tal Guhagar

Document Fees
₹ 10000 /-

EMD
₹ 51944.0 /-

Tender Value
Refer document

Submission Date
23-06-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	18-06-2025	third call	Date	23-06-2025
2	13-06-2025	second call	Date	18-06-2025

Name of work : Repair P.W.S.S. atKarde, Tal Guhagar

Sl. No.	Item Description
1	SUB ESTIMATE NO.1RCC WELL
2	Item No. 1 :-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 etc. complete
3	Lift 0.00 M to 1.50 m
4	Lift 1.50 M to 3.00 m
5	Lift 3.00 M to 4.50 m
6	Lift 4.50 M to 6.00 m
7	Lift 6.00 M to 7.50 m
8	Lift 7.50 M to 9.00 m
9	Lift 9.00 M to 10.50 m
10	Item No.2 :-Excavation for foundation / pipe trenches in hard rock by blasting 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 etc.complete
11	Lift 0.00 M to 1.50 m
12	Lift 1.50 M to 3.00 m
13	Lift 3.00 M to 4.50 m
14	Lift 4.50 M to 6.00 m
15	Lift 6.00 M to 7.50 m
16	Lift 7.50 M to 9.00 m
17	Lift 9.00 M to 10.50 m
18	Lift 10.50 M to 12.00 m
19	Item No.3:- Providing and laying in situ Cement concrete in proporation .... of trap metal for foundation and bedding, including balling out water manually, formwork, compacting and curing etc. complete.
20	Item No. 4:- Providing & costing inconstructingin situ. C.C of trap granite/ quartzite / gneiss/ metal of approved quality of R.C.C. work as per detailed drawing & design or as directed by Engg. in charge including dewatering , ceterind from work,compacting, finishingthe formed surface withC.M. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing etc. complete. ( By weight batching & mix design for M-250 & M-300 only use of L&T, ACC Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S or Tor reinforcement in R.C.C. M-200grade.1) R.C.C. M-200for Beam(5 to 0)
21	2) R.C.C. M-200 for vertical wall below GL (15 to10m)
22	2) R.C.C. M-200 for vertical wall below GL(10 to5)
23	2) R.C.C. M-200 for vertical wall below GL (5 to 0m)
24	3) R.C.C. M-200 for vertical wall
25	Item No.5:- Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes,caps,footing, foundation,slab,beams,columns,canopies, staircase, newels,chajjas, lintels,pardies,coping,fine arches etc. as per detailed designs, drawing & schedule s including cutting,bending,hooking the bars,bindingwith wires or tack welding & supporting as required etc. complete (including cost of binding wire). Tor steel
26	Itemno:6- Providing & laying weep holes of 80 mmAC/PVC pipe as per drawing for abutment returns, return wallsetc. complete.
27	ItemNo.7- Dewatering the excavatyed trenches and pools of water by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-Charge (including cost of machinerylabour fuel )etc complete.
28	Itemno:8- Providing rubble stone paving 15cm thick in 1:3 cement mor tar over bedding of 15cm thick cement concrete of 1:4:8 propor t ion wi th t rap/ grani te / quar tzi te / gneiss metal including st r iking joints and water ing etc. complete.
29	Itemno:9 - Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete.
30	Itemno:10 -Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying3 coats of anticorrosive paint, etc complete as directed by Engineer-in-charge.
31	Item No. : 11Providing structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed designs and drawings including fixing in position without connecting plates, braces etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shad, etc. complete. (Bd-C-2/275)
32	Item No. :12Providing and fixing M. S. chequerred plate flooring of following thickness supported on M. S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plates to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
33	Itemno:13 Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden core box, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-in-charge. The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above GL with cap over it
34	In weathered rock / soft rock
35	In hard rock other than quartzite
36	In hard rock quartzite
37	Item No:14 - Carrying out recuperation/ yield test for asserting the discharge of constructed well/excavated profile as directed by Engineer-in charge. The test is carried out by drawingdown 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 asstainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to thetest including cost of all materials, overhead,labourers, etc. completed as directed
38	Pump House
39	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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259)
40	Providing and laying in situ cement concrete in M – 15 (1:2:4) grade of trap /granite/quartzite/gneiss metal for foundation & bedding including bailing out water manually, form work compaction & curing, etc complete.
41	Providing Laterite stone masonry in cement mortar 1:6 in foundation and plinth including racking out joints when plastering is to be done/striking joints when no pplastering is to be done watering and scaffolding.
42	Providing Laterite stone masonry in cement mortar 1:6 in Superstructure including racking out joints when plastering is to be done/striking joints when no pplastering is to be done watering and scaffolding.
43	Providing and casiting in situ CC of trap /granite/quartzite/gneiss metal ofapprovedquality etc complete.
44	Providing cement palster 20 mm thick in twocoat in cement mortor 1:3 without neeru finish etc complete.
45	Filling the plinth & floors Murum bedding in trenches with approved murum from excavatyed materials form foundation15 cm. to 20 cm. layers including watering and compaction complete.
46	Providing and laying cement concrete flooring 40 mm thick wi th M15 cement concrete laid to proper level and slope in alternate bays including compact ion, fi lling joints, marking lines to give the appearance of t i les of 30 cm x 30 cm or other size laid diagonally / square etc finishing smooth (wi th ext ra cement ) in any colour as directed and cur ing etc. complete. With Natural Sand
47	Providing and fixing in position, Single shuttered aluminium extruded powder coated openable door of overall size 0.90 m x 2.40 m with aluminium door frame of powder coated section 101.60 x 44.75mm , 3.18 mm thick and shutter comprising of powder coated section having bottom and lock rail of size 150 mm x 44.5 mm x 3.00 mm thick top rails 47.62 x 44.45 mm x 3.00 mm thick , vertical style 47.62 x 44.45 mm, 3.00 mm thick and for shutter plain glass panes 5 mm thick for top panels and 12mm thick both side laminated phenol bonded particle board panels for bottom panels etc. , I.S.I. mark , with bijagiri having heavy duty concealed lock, necessary beading, glazing clips, PVC gaskets, 250mm length tower bolts, 150mm diam. pad handle, etc. as per detailed design and drawing or as directed by engineer in charge including all materials , labours, and equipment etc. complete
48	Providing and fixing in position aluminium openable window of any size as per detailed drawing and as directed by Engineer in charge with all necessary aluminum sections including necessary fixtures and fastening with 5 mm thick clear float glass etc. complete. a) With colour anodizing Note While arriving at the rate of item of item weight at 6.90 Kilogram/Square Metre is considered.
49	Providing and applying washable oil bound distemper of approved colour and shade to old/ new surfaces, in three coats including scaffolding, preparing the surface to receive the priming coat and finishing coat etc. complete.
50	Providing and fixing locking arrangement the standered qualityof lock for pump house, etc complete
51	Providing and fixing in position steel bar reinforcement of various diamenters for RCC piles, caps, footing, foundation, slabs, beams, columns, canopies, staircases, newels,chjjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking he bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire)
52	Pumping Machinary
53	Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. 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.
54	Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.
55	Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON OFF push buttons, with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser.
56	Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. (Market rate)
57	Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main.
58	Providing tools for pumping.
59	Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36)
60	Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP
61	Rising Main
62	ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete.
63	Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
64	5% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only.
65	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
66	Providing & supplying ISI mark CI D/F reflux valve (Non- returnvalve)offollowingdiaincludingalltaxes(central andlocal), railwayfreight, inspectionchargesunloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984)
67	Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200generallyconforminginBS5155,Syntheticrubber faced ring secured on disc by retaining ring with stainless steelscrewstubshaftofstainlesssteelridinginTeflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991.
68	ProvidingandsupplyingAirvalvesasperIS-10845and MJP’s standard specifications of approved mark and quality offollowingdiametersincludingalltaxes (Central andlocal),railwayfright,inspectionchargesunloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete.
69	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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
70	Excavation for foundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete.
71	Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
72	Excavation for foundation / pipe trenches in hard rock by controlledblasting,includingtrimmingandlevellingthe bedbychisellingwherenecessaryandremovingthe excavatedmaterialandstackingitinmeasurableheaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M
73	Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete.
74	LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge.
75	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
76	Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)
77	Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)
78	Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)
79	Lowering, Layingand 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.
80	Providingandfixinginpositionairvalveshaftincluding 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, providingPCCblockofM-150concrete150mmthick aroundtheairvalveteeincludingencasingofvertical shaft in PCC M-150 as shown in type design together with providingandmakingflangedjointswhereverrequired 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.)
81	ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge.
82	Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete
83	HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion.
84	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.
85	Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves.
86	Suice Valve 50mm Dia
87	Reflux Valve 50mm Dia
88	Distribution System
89	Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
90	5% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only.
91	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
92	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)
93	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
94	Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.
95	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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259)
96	Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-3/259)
97	Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
98	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. (Bd-A-5/259)
99	Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)
100	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
101	Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
102	Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)
103	Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
104	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)
105	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.)
106	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.
107	Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete
108	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.
109	Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801
110	Rcc GSR
111	Designing (aesthetically), and constructing RCC Elevated service reservoirs / RCC sumps in M-300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion. to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow andbye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as Stainless Steel ladder inside and outside, C.I. Manholeframe and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of Acrylic emulsion with Silicon additives Paint to all expose surface of structure including roof surface etc. completeas per design data, criteria, obligatory requirements and detailed specifications.
112	Providing ISI mark GI. pipe of following class and dia.excluding GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004.
113	Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle capsexcluding GST levied by Gol and GoM in all respect , transportation etc complete.
114	Madhaliwadi
115	Syntex Tank and Platform
116	Item No.1: Excavation for foundation / pipe trenches in hard murum and boulders W.B.M. roadincluding removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
117	Item No.2: Providing and laying in situ cement concrete in proportion M-150 of trap metal for foundation and bedding including bailing out water manually, formwork, compacting and curing … etc. complete.
118	Item No 3 : ProvidingLaterite stone masonry in cement morter 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complete ( Laterite stone six sides cut and thickness of morter joints shall be 12 mm max ) etc comp.
119	Item No 4 : Providing External cement plaster 20 mm thick in a single coat in cement morter 1:3 without neeru finish to stone masonry surface in all positions including scaffolding racking out joints providing groove at joints of stone masonry and concrete members and curing complete
120	Item No 5 : Filling in plinth and floors murum bedding in trenches with approvedmurum from excavated materials from foundation 15 cm to 20 cm layers including watering and compaction etc.complete. (Bd-A- 10/263)
121	Item No 6 :Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacityabove 1000 to 20,000 litres
122	Item No 7 :-Providing and fixing plain zink sheeting of 0.80 mm thick (22 B.W.G.) over the ridge hip or valley to galvanized iron sheet roofing including all fastening and bolt galvanised iron screw and bolts, lead and bitumen washers etc. complete. ( Weight of 6.8 kg/sq.m.).
123	Item No.8:-Providing structural steel work in rolled sections like joist, channels, angles, tees etc. as per detailed designs and drawings including fixing in position without connecting plates, braces etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. (Bd-C-2/275)
124	Item No 9:-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 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
125	SUB ESTIMATE NO. 9. Rising Main
126	Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
127	5% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only.
128	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 lev
129	Providing & supplying ISI mark CI D/F reflux valve (Non- returnvalve)offollowingdiaincludingalltaxes(central andlocal), railwayfreight, inspectionchargesunloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984)
130	ProvidingandsupplyingAirvalvesasperIS-10845and MJP’s standard specifications of approved mark and quality offollowingdiametersincludingalltaxes (Central andlocal),railwayfright,inspectionchargesunloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete.
131	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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
132	Excavation for foundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete.
133	Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
134	Excavation for foundation / pipe trenches in hard rock by controlledblasting,includingtrimmingandlevellingthe bedbychisellingwherenecessaryandremovingthe excavatedmaterialandstackingitinmeasurableheaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M
135	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
136	Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)
137	Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)
138	Lowering, Layingand 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.
139	Providingandfixinginpositionairvalveshaftincluding 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, providingPCCblockofM-150concrete150mmthick aroundtheairvalveteeincludingencasingofvertical shaft in PCC M-150 as shown in type design together with providingandmakingflangedjointswhereverrequired 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.)
140	ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge.
141	Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete
142	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.
143	Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves.
144	Sluice valves 50 mm Dia.
145	Reflux valves 50 mm Dia
146	SUB ESTIMATE NO. 11 Distribution System
147	Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
148	5% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only.
149	Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete
150	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
151	Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.
152	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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259)
153	Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-3/259)
154	Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
155	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. (Bd-A-5/259)
156	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
157	Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
158	Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
159	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)
160	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.)
161	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.
162	Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete
163	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.
164	Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801
165	Pumping Machinary
166	Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. 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.
167	Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.
168	Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON OFF push buttons, with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser.
169	Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. (Market rate)
170	Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main.
171	Providing tools for pumping.
172	Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36)
173	Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP
174	RCC Well
175	Item No. 1 :-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 etc. complete
176	Lift 0.00 M to 1.50 m
177	Lift 1.50 M to 3.00 m
178	Lift 3.00 M to 4.50 m
179	Lift 4.50 M to 6.00 m
180	Lift 6.00 M to 7.50 m
181	Lift 7.50 M to 9.00 m
182	Lift 9.00 M to 10.50 m
183	Item No.2 :-Excavation for foundation / pipe trenches in hard rock by blasting 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 etc.complete
184	Lift 0.00 M to 1.50 m
185	Lift 1.50 M to 3.00 m
186	Lift 3.00 M to 4.50 m
187	Lift 4.50 M to 6.00 m
188	Lift 6.00 M to 7.50 m
189	Lift 7.50 M to 9.00 m
190	Lift 9.00 M to 10.50 m
191	Lift 10.50 M to 12.00 m
192	Lift 12.0 M to 13.50 m
193	Lift 13.50 M to 15.00 m
194	Item No.3:- Providing and laying in situ Cement concrete in proporation .... of trap metal for foundation and bedding, including balling out water manually, formwork, compacting and curing etc. complete.
195	Item No. 4:- Providing & costing inconstructingin situ. C.C of trap granite/ quartzite / gneiss/ metal of approved quality of R.C.C. work as per detailed drawing & design or as directed by Engg. in charge including dewatering , ceterind from work,compacting, finishingthe formed surface withC.M. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing etc. complete. ( By weight batching & mix design for M-250 & M-300 only use of L&T, ACC Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S or Tor reinforcement in R.C.C. M-200grade.1) R.C.C. M-200for Beam(5 to 0)
196	2) R.C.C. M-200 for vertical wall below GL (15 to10m)
197	2) R.C.C. M-200 for vertical wall below GL(10 to5)
198	2) R.C.C. M-200 for vertical wall below GL (5 to 0m)
199	3) R.C.C. M-200 for vertical wall
200	Item No.5:- Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes,caps,footing, foundation,slab,beams,columns,canopies, staircase, newels,chajjas, lintels,pardies,coping,fine arches etc. as per detailed designs, drawing & schedule s including cutting,bending,hooking the bars,bindingwith wires or tack welding & supporting as required etc. complete (including cost of binding wire). Tor steel
201	( MJP DSR 21-22, P.No.52,t.No.8(b) )(Revised)
202	Itemno:6- Providing & laying weep holes of 80 mmAC/PVC pipe as per drawing for abutment returns, return wallsetc. complete.
203	ItemNo.7- Dewatering the excavatyed trenches and pools of water by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-Charge (including cost of machinerylabour fuel )etc complete.
204	Itemno:8- Providing rubble stone paving 15cm thick in 1:3 cement mor tar over bedding of 15cm thick cement concrete of 1:4:8 propor t ion wi th t rap/ grani te / quar tzi te / gneiss metal including st r iking joints and water ing etc. complete.
205	Itemno:9 - Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete.
206	Itemno:10 -Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying3 coats of anticorrosive paint, etc complete as directed by Engineer-in-charge.
207	Item No. : 11 Providing structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed designs and drawings including fixing in position without connecting plates, braces etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shad, etc. complete. (Bd-C-2/275)
208	Item No. :12Providing and fixing M. S. chequerred plate flooring of following thickness supported on M. S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plates to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
209	Itemno:13 Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden core box, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-in-charge. The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above GL with cap over it
210	In weathered rock / soft rock
211	In hard rock other than quartzite
212	In hard rock quartzite
213	Item No:14 - Carrying out recuperation/ yield test for asserting the discharge of constructed well/excavated profile as directed by Engineer-in charge. The test is carried out by drawingdown 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 asstainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to thetest including cost of all materials, overhead,labourers, etc. completed as directed
214	Sanagre wadi & Gurav wadi
215	Item No 1 :Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacityabove 1000 to 20,000 litres
216	Rising Main
217	Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
218	5% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only.
219	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
220	Providing & supplying ISI mark CI D/F reflux valve (Non- returnvalve)offollowingdiaincludingalltaxes(central andlocal), railwayfreight, inspectionchargesunloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984)
221	Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200generallyconforminginBS5155,Syntheticrubber faced ring secured on disc by retaining ring with stainless steelscrewstubshaftofstainlesssteelridinginTeflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991.
222	ProvidingandsupplyingAirvalvesasperIS-10845and MJP’s standard specifications of approved mark and quality offollowingdiametersincludingalltaxes (Central andlocal),railwayfright,inspectionchargesunloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete.
223	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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
224	Excavation for foundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete.
225	Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
226	Excavation for foundation / pipe trenches in hard rock by controlledblasting,includingtrimmingandlevellingthe bedbychisellingwherenecessaryandremovingthe excavatedmaterialandstackingitinmeasurableheaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M
227	Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete.
228	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
229	Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)
230	Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)
231	Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves)
232	Lowering, Layingand 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.
233	Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete
234	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.
235	Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves.
236	Sluice Valve 50mm Dia
237	Reflux Valve 50mm Dia
238	Distribution System
239	Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
240	63mm Dia HDPE Pipe 6kg/sqcm
241	63mm Dia HDPE Pipe 8kg/sqcm
242	5% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only.
243	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
244	Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.
245	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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259)
246	Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-3/259)
247	Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
248	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. (Bd-A-5/259)
249	Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)
250	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
251	63mm Dia HDPE Pipe 6kg/sqm
252	63mm Dia HDPE Pipe 8kg/sqcm
253	Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
254	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)
255	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.)
256	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.
257	Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete
258	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.
259	63mm Dia HDPE Pipe 6kg/sqm
260	63mm Dia HDPE Pipe 8kg/sqcm
261	Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801
262	Pumping Machinary
263	Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. 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.
264	Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.
265	Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON OFF push buttons, with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser.
266	Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. (Market rate)
267	Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main.
268	Providing tools for pumping.
269	Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36)
270	Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP
271	Deulwadi
272	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 baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 Km as directed by Engineer-in-charge etc complete excluding refilling.
273	Lift 0.00 to 1.50 m.304.00
274	Lift 1.50 to 3.00 m. {304.00+(1x27)}
275	Lift 3.00 to 3.50 m. {304.00+(2x27)}
276	Lift 3.50 to 5.00 m. {304.00+(3x27)}
277	Lift 5.0 to 5.50 m. {304.00+(4x27)}
278	Item No.2: Excavation in general hard soft material comprising of soft rock, hard rock, manjara rock etc by blasting / chiselling as required in wet or dry condition for Head works i.e. Intake Well, connecting pipe, Jack Well, pump house, supply well, etc for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 Km as directed by Engineer-in-charge etc complete excluding refilling.
279	Lift 0.00 to 1.50 m.707.00
280	Lift 1.50 to 3.00 m. {707.00+(1x28)}
281	Lift 3.00 to 3.50 m. {707.00+(2x28)}
282	Lift 3.50 to 5.00 m. {707.00+(3x28)}
283	Lift 5.00 to 5.50 m. {707.00+(4x28)}
284	Item No.3 : Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour,fuel), etc.complete.
285	Item No 4 : Providing rough cast cement plaster externally in two coats to concrete, brick orstone masonry surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffoldingand fourteen days curing complete.
286	Item No.5 :Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Workcompletion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mildsteel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and greystove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angleof 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 ncluding all fixtures etc.and fixing the boards in 1:4:8concrete 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
287	Item No.6 :Work completion of Shooting still4\"\" x 6\"\" photo copy etc. complet
288	Item No : Providing Flush Groove Pointing with cement mortor 1:3 for stone masonry work including scaffolding and curing etc.complete.
289	Boudhawadi Laterite well
290	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 baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 Km as directed by Engineer-in-charge etc complete excluding refilling.
291	Lift 0.00 to 1.50 m.304.00
292	Lift 1.50 to 3.00 m. {304.00+(1x27)}
293	Lift 3.00 to 4.50 m. {304.00+(2x27)}
294	Lift 4.50 to 6.00 m. {304.00+(3x27)}
295	Lift 6.00 to 7.50 m. {304.00+(4x27)}
296	Lift 7.50 to 8.00 m. {304.00+(5x27)}
297	Item No.2: Excavation in general hard soft material comprising of soft rock, hard rock, manjara rock etc by blasting / chiselling as required in wet or dry condition for Head works i.e. Intake Well, connecting pipe, Jack Well, pump house, supply well, etc for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 Km as directed by Engineer-in-charge etc complete excluding refilling.
298	Lift 0.00 to 1.50 m.707.00
299	Lift 1.50 to 3.00 m. {707.00+(1x28)}
300	Lift 3.00 to 4.50 m. {707.00+(2x28)}
301	Lift 4.50 to 6.00 m. {707.00+(3x28)}
302	Lift 6.00 to 7.50 m. {707.00+(4x28)}
303	Lift 7.50 to 8.00m. {707.00+(5x28)}
304	Item No.3 : Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour,fuel), etc.complete.
305	Item No 4 : Providing and Fixing mild steel grill railing of 20kg/sqm with teak wood hand railing , still and newel posts for staircase and including fabricating, fixture, erecting, painting the grill work approved oil paint and polishing the hand rail and newel posts with french polish two coats etc.complete.
306	Item No : Providing Flush Groove Pointing with cement mortor 1:3 for stone masonry work including scaffolding and curing etc.complete.
307	MSEB Work
308	Trial Run
309	Add 18 % GST

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Tender For Repair Pipe Water Supply Scheme At Karde, Tal Guhagar, Guhagar-Maharashtra

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