Tender For Construction/Retrofitting Of Pws Scheme At Kasabe Bamnoli, Tal. Jaoli Dist- Satara
Tender Value
1.22 Crore
Estimated cost
Bid Submission
21 May 2025
0 days left
EMD
1.22 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jaoli → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction/Retrofitting Of Pws Scheme At Kasabe Bamnoli, Tal. Jaoli Dist- Satara
BOQ
| Sl. No. | Item Description |
| 1 | Subwork no.1:-RECTANGULAR CHAMBER 1.5 M x 1.5 M x 1 M |
| 2 | Subwork 1: Rectangular chamber ( Kasabe Bamnoli)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.Lift of 0 to 1.5 M |
| 3 | Providing and laying in situ Cement concrete M-15of trap or granite or quartzite or gneiss metal for foundation and bedding includingdewatering, form work, compacting,roughening them if special finish is to be provided, finishing if required and curing etcetera complete.PCC M-150 |
| 4 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering,centering,form work, bally, steel propups,compaction,finishing the formed surfaceswith C.M.1:3 of sufficientminimumthicknessto give asmooth andevensurface whereevernecessaryorrougheningif specialis to be provided and curing etc. complete ( By weigh batchingand mix design for M-250 and M-300 only.Use of L&T, A.C.C.Ambuja,BirlaGold, Manikgad,Rajashree,etc. cementis permitted.)( Excluding M.S. reinforcements) |
| 5 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 6 | 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. |
| 7 | Valve chamber with cast iron manhole frame and covers 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, 12 mm thick cement plaster in CM 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab, etc. complete as directed by Engineer-in-charge As above of 90 x 60 cm internal size and depth upto1.2 M with 90 x 60 cm size CI manhole frame and cover of 50 kg |
| 8 | Subwork 1: Rectangular chamber 2 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.Lift of 0 to 1.5 M |
| 9 | Providing and laying in situ Cement concrete M-15of trap or granite or quartzite or gneiss metal for foundation and bedding includingdewatering, form work, compacting,roughening them if special finish is to be provided, finishing if required and curing etcetera complete.PCC M-150 |
| 10 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering,centering,form work, bally, steel propups,compaction,finishing the formed surfaceswith C.M.1:3 of sufficientminimumthicknessto give asmooth andevensurface whereevernecessaryorrougheningif specialis to be provided and curing etc. complete ( By weigh batchingand mix design for M-250 and M-300 only.Use of L&T, A.C.C.Ambuja,BirlaGold, Manikgad,Rajashree,etc. cementis permitted.)( Excluding M.S. reinforcements) |
| 11 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 12 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 13 | Valve chamber with cast iron manhole frame and covers 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, 12 mm thick cement plaster in CM 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab, etc. complete as directed by Engineer-in-charge As above of 90 x 60 cm internal size and depth upto1.2 M with 90 x 60 cm size CI manhole frame and cover of 50 kg |
| 14 | Subwork No.2:- Pumping Machinary For Ex.well 7.5 BHP, Discharge = 5395 LPH, Head = 121 mItem No.1:- Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer. Pump should have suitable discharge outlet as per manufacture\"s design. Antithrust streamlined 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.Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) upto 8 stagesProvideduplicate set of submersible pump capable of discharging 1261 litres/hour against a total head 114 M be driven by 5 B.H.P electrical motor directly coupled to it . One pump will be in operation and one pump will be standby. |
| 15 | Item No.2:- Supplyingand erecting Cupboard type panel board. |
| 16 | Item No.3:-Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 17 | Item No.4:-Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.65mm dia (Medium) on well |
| 18 | Item No.5:-Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984)a) Without bypass arrangement - PN - 165 mm dia |
| 19 | Item No.6:-Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete.a) Sluice valve - PN - 1(Without bypass)65 mm dia |
| 20 | Item No.7:-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.)a) Sluice valve - PN - 1(Without bypass)65 mm dia |
| 21 | Item No.8:-Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia) |
| 22 | Item No.9:-Providing pipe type earthing with 40mm dia G.I Pipe or 20 mm dia G.I Rod complete with all materials as per specifications no EA-EPPlate type Electrode (IS 3043)1. For panel board- 1No. |
| 23 | a.Supplying and erecting \"b\" class GI bend in position withnecessary material.50 mm dia |
| 24 | b.Supplying and erecting \"b\" classGI Teein position withnecessary material.50 mm dia |
| 25 | Floating arrangment |
| 26 | Syntex Tank |
| 27 | Subwork No.3:-Filter RoomItem No 1 Excavation for foundation/pipe trenchesin earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.) Bd.A.-3/259MJP DSR 23-24 Pg. No. 42I.No.1 Basic rate Rs. 165/- Add 10% for Hilly Area . 1) Lift0 mto 1.50m. |
| 28 | Item No 2 Excavation for foundation/pipe trenches inhardmurum, including removing the excavated material upto a distance of 50 m. and lifts as bellow,stacking and spreading as directed by ERngineer In Charge, normaldewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.) Bd.A.-3/259MJP DSR 23-24Pg. No. 42 I.No.2 Basic rate Rs. 187/- Add 10% for Hilly Area1) Lift0 mto 1.50m. |
| 29 | Item No 3Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)Spec. No. - Bd E /1MJP DSR 19-20Pg. No. 61I.No.1-bBasic rate Rs. 5881 add 10% |
| 30 | Item No 4 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation For footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement). In RCC M-250 For FootingM 200 Add 10% |
| 31 | Item No 5Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted Excluding M.S, or Tor reinforcement). For RCC M-250 grade - all types of columns. For ColumnM 200 |
| 32 | Item No 6Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement) For RCC M-200 grade Beams/Braces/LintelsFor Beams / Lintels M 200 |
| 33 | Item No7Providing and casting in situ C. C. of trap/granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted excluding M.S, or Tor reinforcement) For RCC M-200 grade Slabs / Landings / Vertical Walls / Waist Slabs / Steps for StaircaseFor SlabM 200 |
| 34 | Item No8Providing and fixing in position steel bar reinforcement in position steel bar reinforcement of various diameters for R.C.C. Piles, caps, footings, foundatio-ns, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copints, fins, drawings, and schedules, including cutting, bending, hooking the bars, binding with wires or tack weldingand supporting as required etc. complete. |
| 35 | Item No9Filling in plinth and floors/trenches with contractors murum for Bedding in 15 cm to 20 cm layers including watering and compaction….etc complete. |
| 36 | Item No10Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water manually, striking joints, raking out joints and watering etc Complete. |
| 37 | Item No 11Providing second class Burnt Brick masonry withconventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding Comp. |
| 38 | Item No 12Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15 mm thickness reinforced with 35x35x5mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar suspension shaft of minimum 32mm diametre, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 6248 - 1979)a) without mechanical gear |
| 39 | Item No 13Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating/glazing with plain obscured glasspane and of approved type and quality and fixtures and fastenings, without teak wood boxing and architraves and finishing with oil painting two coats complete. |
| 40 | Item No 14Providing internal cement plaster 12 mm thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc.complete..A) Cement Plaster in cm (1:4) |
| 41 | Item No 15Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonary surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12 mm thick inortion 1:1 1/ 2:3 including scaffolding and fourteen days curing complete. |
| 42 | Item No 16Providing and 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. |
| 43 | Item No 17Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding ifecessary cleaning and preparing the surfaces, watering for two days complete. |
| 44 | Item No 18 ProvidingandlayingPolishedShahabadStoneflooring25mmto30mmthickandrequiredwidthwideinplain/diamondpatternonabedof1:6C.M.includingcementfloat,fillingjoints,withneatcementslurry, curing, polishing and cleaning etc. complete. |
| 45 | subwork 4 : pressure filter |
| 46 | Item No. 1 -Designing, Providing, supplying, and commissioning of Zeosorb sand media German nanometric pressure filter of flow rate - 30 CuM/Hr, vessel size - 4\" x 3\" and Activated carbon filter German make media for flow rate10 Cu.M./Hr, vessel size - 4\" x 3\" includingtransportation, freight charges, inspection charges loading, unloading, conveyance to the site of workand errecting the same in closed shed provided by owner/ VP duly protected from sunrays and rains. Media life should be minium 3 (Three) years and Plant warranty should be 12 months against any manufacturing defects.Rate is Approved By Z.P. Satara |
| 47 | Subwork No.5:- Rising Main Total Length = 2500 m 90 mm HDPE 10 KG From well to M.TProviding and supplying in standard lengthsPolyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointingmaterial 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 mm HDPE 10 KG/CM2 |
| 48 | Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete.Couplers 90 |
| 49 | Equal Tee 90 |
| 50 | LNPE 90 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint |
| 51 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.80 ø |
| 52 | Providing and supplying ISl mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railwaywagon,loadinginto truck, transportation upto departmentalstroes/ site, unloading, stacking etc. complete.Reflux valves as per I.S.5312 Part I (1984)Without by pass arrangement - PN -180 ø |
| 53 | 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 GOt & GOM in all respect etc. completeWithout by pass arrangement - PN -1 Scour Valve65 ø |
| 54 | Providingandsupplying Air Valvesas per IS-10845and MJP’s standard specificationsdoubleorificetypecombinedwithscrewdownisolatingvalve,small orificeelasticballrestingonagunmetalorificenipple,largeorificevulcaniteball seatingon mouldedseatring,inletfaceanddrilled,includingall taxes(Centraland local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete. Air Valve Single Ball Flanged Type - PN -125 ø |
| 55 | 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.Lift 0 to 1.5 |
| 56 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd_x0002_A-2/259)Lift 0 to 1.5 |
| 57 | 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-in_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)Lift 0 to 1.5 |
| 58 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259)Lift 0 to 1.5 |
| 59 | Filling in plinth and floors murum bedding intrenches 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)from excavated stuff |
| 60 | Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including allspecials 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 hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II90 mm HDPE 10 KG |
| 61 | Hydraulic testing of H. D. P. E./ M. D. P. E.pipe line to specified pressure including cost ofall materials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which should beable to provide specified test pressure gaugesand other necessary equipments, labour,operation charges, etc. required for testing. Therate under this item shall also include cost ofretesting, if necessary and reinstating to originalposition..Working pressure 6 kg/cm290 mm HDPE 10 KG |
| 62 | 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.Medium Pipe80 ø |
| 63 | Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.Medium Pipe80 ø |
| 64 | Lowering, laying, jointing in positionfollowing CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )50 ø |
| 65 | 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 tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.)upto 150mm |
| 66 | ProvidingandconstructingB.B.masonryvalvechamberwith15cmthick1:2:4 proportionPCCbedding,excludingexcavation,B.B. masonryin C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.As above of 60x45cm internal size and depth upto 0.9 m with precast R.C.C slab and cover. |
| 67 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)Forencasingand reconstruction of road |
| 68 | Refillingthetrenches withavailableexcavated stuffwithsoftmaterialfirstover pipelineandthenhardmaterialin15cmlayerswithallleadsandliftsincluding consolidation, surcharging,etc. complete. |
| 69 | Subwork 6 Gravity maine :Dismentaling dead pipeline ms/RCC/ CI.. |
| 70 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. |
| 71 | 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 GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1. |
| 72 | Providingandsupplying Air Valvesas per IS-10845and MJP’s standard specificationsdoubleorificetypecombinedwithscrewdownisolatingvalve,small orificeelasticballrestingonagunmetalorificenipple,largeorificevulcaniteball seatingon mouldedseatring,inletfaceanddrilled,includingall taxes(Centraland local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete. |
| 73 | LABOUR |
| 74 | 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. |
| 75 | 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. |
| 76 | 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) from excavated stuff |
| 77 | 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. |
| 78 | Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion. |
| 79 | Lowering, laying, jointing in positionfollowing CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) 50 ø |
| 80 | 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 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.masonryvalvechamberwith15cmthick1:2:4 proportionPCCbedding,excludingexcavation,B.B. masonryin C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. |
| 82 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) |
| 83 | 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. |
| 84 | subwork 7 Distribution |
| 85 | 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 GSTlevied by GI & GOM in all respect etc. complete. 63MM 6 kg/cm2 |
| 86 | HDPE 75 mm - 6 kg/cm2 |
| 87 | HDPE 90 mm - 6 kg/cm2 |
| 88 | Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete.Couplers 63 |
| 89 | Couplers 75 |
| 90 | Couplers 90 |
| 91 | Equal Tee 63 |
| 92 | Equal Tee 75 |
| 93 | Equal Tee 90 |
| 94 | Reducer 75x63 |
| 95 | Reducer 90x75 |
| 96 | LNPE 63 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint |
| 97 | LNPE 75 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint |
| 98 | LNPE 90 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint |
| 99 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.50 ø |
| 100 | 65 ø |
| 101 | 90 ø |
| 102 | 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 GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.50 ø |
| 103 | 65 ø |
| 104 | 90 ø |
| 105 | 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. |
| 106 | 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. |
| 107 | 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. (Bd_x0002_A-3/259) |
| 108 | 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-in_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 109 | 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) from excavated stuff |
| 110 | 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 hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 63MM 6 kg/cm2 |
| 111 | 75 ø6 kg/cm2 |
| 112 | 90 ø6 kg/cm2 |
| 113 | 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...63 ø6 kg/cm2 |
| 114 | 75 ø6 kg/cm2 |
| 115 | 90 ø6 kg/cm2 |
| 116 | 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.50 ø |
| 117 | 65 ø |
| 118 | 80 ø |
| 119 | Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.50 ø |
| 120 | 65 ø |
| 121 | 80 ø |
| 122 | Lowering, laying, jointing in positionfollowing CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )50 ø |
| 123 | 65 ø |
| 124 | 65 ø |
| 125 | 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. |
| 126 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) |
| 127 | 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. |
| 128 | Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) 50mm |
| 129 | 65mm |
| 130 | Subwork 8 Trial run |
| 131 | Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge. |
| 132 | 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 |
| 133 | subwork 9 : FHTC Item No.2:- For MDPE/UPVC Pipe Service Connection on Disribution main.(With Road Crossing)For 15 mm Service connection |
| 134 | Item No.2:- For MDPE/UPVC Pipe Service Connection on Disribution main.(With Road Crossing)For 15 mm Service connection |
| 135 | Subwork 1: Rectangular chamber ( Pausewadi)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.Lift of 0 to 1.5 M |
| 136 | Providing and laying in situ Cement concrete M-15of trap or granite or quartzite or gneiss metal for foundation and bedding includingdewatering, form work, compacting,roughening them if special finish is to be provided, finishing if required and curing etcetera complete.PCC M-150 |
| 137 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering,centering,form work, bally, steel propups,compaction,finishing the formed surfaceswith C.M.1:3 of sufficientminimumthicknessto give asmooth andevensurface whereevernecessaryorrougheningif specialis to be provided and curing etc. complete ( By weigh batchingand mix design for M-250 and M-300 only.Use of L&T, A.C.C.Ambuja,BirlaGold, Manikgad,Rajashree,etc. cementis permitted.)( Excluding M.S. reinforcements) |
| 138 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 139 | 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. |
| 140 | Valve chamber with cast iron manhole frame and covers 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, 12 mm thick cement plaster in CM 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab, etc. complete as directed by Engineer-in-charge |
| 141 | Subwork 1: Rectangular chamber 2 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.Lift of 0 to 1.5 M |
| 142 | Providing and laying in situ Cement concrete M-15of trap or granite or quartzite or gneiss metal for foundation and bedding includingdewatering, form work, compacting,roughening them if special finish is to be provided, finishing if required and curing etcetera complete.PCC M-150 |
| 143 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering,centering,form work, bally, steel propups,compaction,finishing the formed surfaceswith C.M.1:3 of sufficientminimumthicknessto give asmooth andevensurface whereevernecessaryorrougheningif specialis to be provided and curing etc. complete ( By weigh batchingand mix design for M-250 and M-300 only.Use of L&T, A.C.C.Ambuja,BirlaGold, Manikgad,Rajashree,etc. cementis permitted.)( Excluding M.S. reinforcements) |
| 144 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 145 | 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. |
| 146 | Valve chamber with cast iron manhole frame and covers 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, 12 mm thick cement plaster in CM 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab, etc. complete as directed by Engineer-in-charge |
| 147 | Subwork No.2:- Pumping Machinary For Ex.well 5BHP, Discharge = 1172 LPH, Head = 130 mItem No.1:- Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer. Pump should have suitable discharge outlet as per manufacture\"s design. Antithrust streamlined 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.Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) upto 8 stagesProvideduplicate set of submersible pump capable of discharging 1261 litres/hour against a total head 114 M be driven by 5 B.H.P electrical motor directly coupled to it . One pump will be in operation and one pump will be standby. |
| 148 | Item No.2:- Supplyingand erecting Cupboard type panel board. |
| 149 | Item No.3:-Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 150 | Item No.4:-Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.50 mm dia (Medium) on well |
| 151 | Item No.5:-Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984)a) Without bypass arrangement - PN - 150 mm dia |
| 152 | Item No.6:-Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete.a) Sluice valve - PN - 1(Without bypass)50 mm dia |
| 153 | Item No.7:-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.)a) Sluice valve - PN - 1(Without bypass)50 mm dia |
| 154 | Item No.8:-Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia) |
| 155 | Item No.9:-Providing pipe type earthing with 40mm dia G.I Pipe or 20 mm dia G.I Rod complete with all materials as per specifications no EA-EPPlate type Electrode (IS 3043)1. For panel board- 1No. |
| 156 | a.Supplying and erecting \"b\" class GI bend in position withnecessary material.50 mm dia |
| 157 | b.Supplying and erecting \"b\" classGI Teein position withnecessary material.50 mm dia |
| 158 | Floating arrangment |
| 159 | Syntex Tank |
| 160 | Subwork No.3:-Filter RoomItem No 1 Excavation for foundation/pipe trenchesin earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.) Bd.A.-3/259MJP DSR 23-24 Pg. No. 42I.No.1 Basic rate Rs. 165/- Add 10% for Hilly Area . 1) Lift0 mto 1.50m. |
| 161 | Item No 2 Excavation for foundation/pipe trenches inhardmurum, including removing the excavated material upto a distance of 50 m. and lifts as bellow,stacking and spreading as directed by ERngineer In Charge, normaldewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.) Bd.A.-3/259MJP DSR 23-24Pg. No. 42 I.No.2 Basic rate Rs. 187/- Add 10% for Hilly Area1) Lift0 mto 1.50m. |
| 162 | Item No 3Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)Spec. No. - Bd E /1MJP DSR 19-20Pg. No. 61I.No.1-bBasic rate Rs. 5881 add 10% |
| 163 | Item No 4 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation For footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement). In RCC M-250 For FootingM 200 Add 10% |
| 164 | Item No 5Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted Excluding M.S, or Tor reinforcement). For RCC M-250 grade - all types of columns. For ColumnM 200 |
| 165 | Item No 6Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement) For RCC M-200 grade Beams/Braces/LintelsFor Beams / Lintels M 200 |
| 166 | Item No7Providing and casting in situ C. C. of trap/granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted excluding M.S, or Tor reinforcement) For RCC M-200 grade Slabs / Landings / Vertical Walls / Waist Slabs / Steps for StaircaseFor SlabM 200 |
| 167 | Item No8Providing and fixing in position steel bar reinforcement in position steel bar reinforcement of various diameters for R.C.C. Piles, caps, footings, foundatio-ns, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copints, fins, drawings, and schedules, including cutting, bending, hooking the bars, binding with wires or tack weldingand supporting as required etc. complete. |
| 168 | Item No9Filling in plinth and floors/trenches with contractors murum for Bedding in 15 cm to 20 cm layers including watering and compaction….etc complete. |
| 169 | Item No10Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water manually, striking joints, raking out joints and watering etc Complete. |
| 170 | Item No 11Providing second class Burnt Brick masonry withconventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding Comp. |
| 171 | Item No 12Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15 mm thickness reinforced with 35x35x5mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar suspension shaft of minimum 32mm diametre, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 6248 - 1979)a) without mechanical gear |
| 172 | Item No 13Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating/glazing with plain obscured glasspane and of approved type and quality and fixtures and fastenings, without teak wood boxing and architraves and finishing with oil painting two coats complete. |
| 173 | Item No 14Providing internal cement plaster 12 mm thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc.complete..A) Cement Plaster in cm (1:4) |
| 174 | Item No 15Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonary surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12 mm thick inortion 1:1 1/ 2:3 including scaffolding and fourteen days curing complete. |
| 175 | Item No 16Providing and 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. |
| 176 | Item No 17Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding ifecessary cleaning and preparing the surfaces, watering for two days complete. |
| 177 | Item No 18 ProvidingandlayingPolishedShahabadStoneflooring25mmto30mmthickandrequiredwidthwideinplain/diamondpatternonabedof1:6C.M.includingcementfloat,fillingjoints,withneatcementslurry, curing, polishing and cleaning etc. complete. |
| 178 | subwork 4 : pressure filter |
| 179 | Item No. 1 -Designing, Providing, supplying, and commissioning of Zeosorb sand media German nanometric pressure filter of flow rate - 10 CuM/Hr, vessel size - 4\" x 3\" and Activated carbon filter German make media for flow rate10 Cu.M./Hr, vessel size - 4\" x 3\" includingtransportation, freight charges, inspection charges loading, unloading, conveyance to the site of workand errecting the same in closed shed provided by owner/ VP duly protected from sunrays and rains. Media life should be minium 3 (Three) years and Plant warranty should be 12 months against any manufacturing defects. |
| 180 | Subwork No.5:- Rising Main Total Length = 2500 m 90 mm HDPE 10 KG From well to M.TProviding and supplying in standard lengthsPolyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointingmaterial 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 mm HDPE 12.5 KG/CM2 |
| 181 | Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete.Couplers 90 |
| 182 | Equal Tee 90 |
| 183 | LNPE 90 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint |
| 184 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.80 ø |
| 185 | Providing and supplying ISl mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railwaywagon,loadinginto truck, transportation upto departmentalstroes/ site, unloading, stacking etc. complete.Reflux valves as per I.S.5312 Part I (1984)Without by pass arrangement - PN -180 ø |
| 186 | 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 GOt & GOM in all respect etc. completeWithout by pass arrangement - PN -1 Scour Valve65 ø |
| 187 | Providingandsupplying Air Valvesas per IS-10845and MJP’s standard specificationsdoubleorificetypecombinedwithscrewdownisolatingvalve,small orificeelasticballrestingonagunmetalorificenipple,largeorificevulcaniteball seatingon mouldedseatring,inletfaceanddrilled,includingall taxes(Centraland local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete. Air Valve Single Ball Flanged Type - PN -125 ø |
| 188 | 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.Lift 0 to 1.5 |
| 189 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd_x0002_A-2/259)Lift 0 to 1.5 |
| 190 | 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-in_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)Lift 0 to 1.5 |
| 191 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259)Lift 0 to 1.5 |
| 192 | Filling in plinth and floors murum bedding intrenches 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)from excavated stuff |
| 193 | Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including allspecials 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 hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II90 mm HDPE 12.5 KG/CM2 |
| 194 | Hydraulic testing of H. D. P. E./ M. D. P. E.pipe line to specified pressure including cost ofall materials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which should beable to provide specified test pressure gaugesand other necessary equipments, labour,operation charges, etc. required for testing. Therate under this item shall also include cost ofretesting, if necessary and reinstating to originalposition..Working pressure 12.5 kg/cm290 mm HDPE 12.5 KG/CM2 |
| 195 | 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.Medium Pipe80 ø |
| 196 | Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.Medium Pipe80 ø |
| 197 | Lowering, laying, jointing in positionfollowing CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )50 ø |
| 198 | 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 tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.)upto 150mm |
| 199 | ProvidingandconstructingB.B.masonryvalvechamberwith15cmthick1:2:4 proportionPCCbedding,excludingexcavation,B.B. masonryin C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.As above of 60x45cm internal size and depth upto 0.9 m with precast R.C.C slab and cover. |
| 200 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)Forencasingand reconstruction of road |
| 201 | Refillingthetrenches withavailableexcavated stuffwithsoftmaterialfirstover pipelineandthenhardmaterialin15cmlayerswithallleadsandliftsincluding consolidation, surcharging,etc. complete. |
| 202 | Subwork 5: Metalic TankItem NO-1 Excavation for foundation /Pipe trenches in soil/HardMurum/Soft Rock/ Hard Rock including removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation and excluding back filling etc. |
| 203 | A) Soil |
| 204 | B) Hard Murrum |
| 205 | C) SoftRock |
| 206 | For Approach Road |
| 207 | A) Soil |
| 208 | B) Hard Murrum |
| 209 | C) SoftRock |
| 210 | Item NO-2 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) |
| 211 | Item No-3 Providing and laying in situ Cement Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundationlike raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 212 | Item No-4 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, 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, etc. complete(including cost of binding wire). |
| 213 | Patable Water Tank |
| 214 | Item No-1 Supply and installation of prefabricated ground water storage bolted tanks, acomplete package in knock down, ready to assemble construction consisting of outer wall surface made out of special grade hot dip aluminum Zincalloy, metalic factory coated steel confirming toIS-15961 2012, minimum thickness of 0.6 mm. The inner surface should be provided withliners of minimum 0.6 mm thickness of reinforce polyethylene or polye propelene or metallocene material suitable for drinking water purpose.etc. complete. With RCC Foundation |
| 215 | A) Above tanks can be installed on elevated platform. ( ESR ) the rate of tank does not include the cost of elevated platform. 2% extra to be considered for installation oftank on elevated platform.The elevatedplatform needs to be designed as per requirement & which will be paid separately. The elevated platform must be of steel framed structure. |
| 216 | B) For the dome type GI corrugated roof structure with hot dip galvanized trusses with GI manhole for access for cleaning and maintainance, 10 % extra shall be added. |
| 217 | C) For heavy duty five layer polypropylene reinforced liner with mettallocene contact layer having a minimum thickness of 1 mm- 10 % extra shall be added |
| 218 | D) Incase Rain water harvesting filters & system to catch the rain form the GI Tank roofs mounted on the Tank roof and supplied with tank then 10 % extra shall be added. |
| 219 | C) Hilly region |
| 220 | Compound For Metalic Water Tank : |
| 221 | ITEM NO.1- Providing and erecting chain link fencing 1.6M. height with G.I. chain link of size 50 x 50 mm8gauge thick and fixed 75 mm above Ground level vertical M.S Angle of 40 x 40 x 6 mm size embedded in C.C. block of 1:4:8 mix of size 450X 450 x 670 mm. at 1.75 M.cc with iron bar 16 mm dia. as bold fast including welding link with angle frame at 30 cm c/c nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. lat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 nm including 3 coats of oil painting etc. complete. Spec. No.: As directed by Engineer in charge. |
| 222 | ITEM NO.2-Providing and fixing MS Gate 2.5 m wide for compound with 40mm dia. GI pipe approved grill work RCCM150, side piller of 25cmx40cmx2.5m height, foundation, finishing, painting etc complete. |
| 223 | ITEM NO.3-Providing and fixing Wicket Gate 1.0rn wide for compound with 40inim dia. GI pipe approved grill work RCC M150, side piller of 25cmx40cmx2.5mm height, foundation, finishing, painting etc complete. |
| 224 | ITEM NO.4-Online Chlorination unit -1 unit-2500000lit water chlorination capacity of single cartridge at 1ppm dosing price includes transportation upto site with installation. |
| 225 | Annual maintenance & operation of non electric online automatic chlorination fitted online on water supply scheme as mentioned in above item. |
| 226 | subwork 7 Distribution |
| 227 | 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 GSTlevied by GI & GOM in all respect etc. complete. 63MM 6kg/cm2 |
| 228 | HDPE 75 mm - 6 kg/cm2 |
| 229 | HDPE 90 mm - 6 kg/cm2 |
| 230 | Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete.Couplers 63 |
| 231 | Couplers 75 |
| 232 | Equal Tee 63 |
| 233 | Equal Tee 75 |
| 234 | Reducer 75x63 |
| 235 | Reducer 90x75 |
| 236 | LNPE 63 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint |
| 237 | LNPE 75 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint |
| 238 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.50 ø |
| 239 | 65 ø |
| 240 | 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 GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.50 ø |
| 241 | 65 ø |
| 242 | 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. |
| 243 | 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. |
| 244 | 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. (Bd_x0002_A-3/259) |
| 245 | 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-in_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 246 | 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) from excavated stuff |
| 247 | 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 hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II63MM 6kg/cm2 |
| 248 | 75 ø6kg/cm2 |
| 249 | 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...63 ø6kg/cm2 |
| 250 | 75 ø6kg/cm2 |
| 251 | 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.50 ø |
| 252 | 65 ø |
| 253 | Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.50 ø |
| 254 | 65 ø |
| 255 | Lowering, laying, jointing in positionfollowing CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )50 ø |
| 256 | 65 ø |
| 257 | 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. |
| 258 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) |
| 259 | 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. |
| 260 | Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) 50mm |
| 261 | 65mm |
| 262 | Subwork 8 Trial run |
| 263 | Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge. |
| 264 | 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 |
| 265 | subwork 9 : FHTC Item No.2:- For MDPE/UPVC Pipe Service Connection on Disribution main.(With Road Crossing)For 15 mm Service connection |
| 266 | Item No.2:- For MDPE/UPVC Pipe Service Connection on Disribution main.(With Road Crossing)For 15 mm Service connection |
AI Tender Summary
Tender Timeline
May 13, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedMay 21, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 23, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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