Piped Water Supply Scheme At- Deogharkond Tal- Mhasala Dist- Raigad ( Jal Jeevan Mission ) 2Nd Call
Tender Value
52.58 Lakhs
Estimated cost
Bid Submission
10 Oct 2022
0 days left
EMD
52580
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mhasla → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Piped Water Supply Scheme At- Deogharkond Tal- Mhasala Dist- Raigad ( Jal Jeevan Mission ) 2Nd Call
BOQ
| Sl. No. | Item Description |
| 1 | WELLItem No. 1 :- Excavation for foundation / pipe trenches in earth soil of all type sand gravel and soft 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 |
| 2 | Item No. 2 :- Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for etc. complete |
| 3 | Item No. 3 :- Excavation for foundation / pipe trenches in soft rock 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 |
| 4 | Item No. 4 :- 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 |
| 5 | Lift 4.5 M to 6 m |
| 6 | Lift 6 M to 7.5 m |
| 7 | Lift 7.5 M to 9 m |
| 8 | Lift 9.00 M to 10.00 m |
| 9 | Item No. 5 :-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. |
| 10 | Item No. 6 :-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-250grade.1) R.C.C. M-250 for Beam |
| 11 | 2) R.C.C. M-250 for vertical wall |
| 12 | Item No. 7 :- 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, binding with wires or tack welding & supporting as required etc. complete (including cost of binding wire). Tor steel |
| 13 | Item No. 8 :-Providing & laying weep holes of 80 mmAC/PVC pipe as per drawing for abutment returns, return wallsetc. complete. |
| 14 | Item No. 9 :- Dewatering the excavated 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. |
| 15 | Item No. 10 :- Providing rubble stone paving 15cm thick in 1:3 cement mor tar over bedding of 15cm thick cement concrete of 1:4:8 proportion with trap / granite / quartzite / gneiss metal including striking joints and watering etc. complete. |
| 16 | Item No. 11 :-Refilling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete. |
| 17 | Item No. 12 :-Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc complete as directed by Engineer-in-charge. |
| 18 | BANDHARA Item No. 1 :-Clearing cutting thorny shurbes, bushes, mooleyhills etc. complete |
| 19 | Item No. 2 :-Excavation for foundation / pipe trenches in hard murumincluding 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 |
| 20 | Item No. 3 :- Excavation for foundation / pipe trenches in soft rock 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 |
| 21 | Item No. 4 :-Excavation in HARD ROCKexceeding 1.5min width by blasting including depositing the excavated material as directed with all leads and lifts including boulders of sizeexceeding 0.10cum including dressing etc complete |
| 22 | Item No. 5 :-Providing and laying in situ C.C grade M-150dry trap/ granite/ quartzite/ gneiss, metal compacting,curing etc. complete with initial lead of 50m & lift of 1.5m |
| 23 | Item No. 6 :-Providing errecting & laying steel form work for plane surface including splicing making surface plane for connecting including dismantaling |
| 24 | Item No. 7 :-Providing & laying in position TOR steel reinforcement including Cutting bending binding including cost of reinforcement binding wire etc complete with a lead of 50 m & lift of 1.50 m |
| 25 | Item No. 8 :- Providing DI pipes (push on joints pressure pipes of DI of following class and diameters confirming to the IS specification inclusive cost of jointing materials Rubber gasket of EPDM |
| 26 | Item No. 9 :- Dewatering the excavated 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. |
| 27 | Item No. 10 :- Constructing of embankment for casing zone with selected material |
| 28 | Item No. 11 :- Providing constructing coffer dam in river basin / dam storages as per type design including excavation ,filling ,the middle portion with BC soil (in gunny bags if required). Providing impervious / semipervious materials on both side of BC soil (in gunny bags if required ) including ramming ,compacting to the satisfaction of Engineer in charge, till the complection of works including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer in charge..etc. complete. |
| 29 | Item No. 12 :- Providing and constructing D/S rock toe with 15 to 23cm rubble stone of approved quality from available material with hand packing including lead of 15m and lift of 1.50m etc complete. |
| 30 | Switch RoomItem No. 1 :-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 31 | Item No. 2 :- 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. |
| 32 | Item No. 3 :- 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. |
| 33 | Item No. 4 :- Providing uncoursed rubble masonry of t rap / granite / quartzite /gneiss stones in cement mor tar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and water ing etc.complete. |
| 34 | Item No. 5 :- Providing second class Burnt Br ick masonry wi th convent ional/ I.S.type br icks in cement mor tar 1:6 in superst ructure including striking joints, raking out joints, water ing and scaffolding etc. Complete |
| 35 | Item No. 6 :-Providing and casiting in situ CC of trap /granite/quartzite/gneiss metal ofapprovedquality for R CCwork asper detailed drawing anddesigns or as diredcted by Engineer – in- charge including normal dewatering, centering, fromwork,compaction, finishing the formed surface withCM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish to be provided and curing, etc complete. |
| 36 | Item No. 7 :-Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and cur ing etc. complete. |
| 37 | Item No. 8 :-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. |
| 38 | Item No. 9 :-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 |
| 39 | Item No. 10 :-Providing and fixing frame wi th / wi thout ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebat ing, iron holdfast of size 300mm x 40mm x5mm with oil paint ing, etc. complete |
| 40 | Item No. 11 :-Providing and fixing Count ry cut teak wood double or single leaf panelled shut ters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detai led drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work wi th oil paint ing 3 coats complete |
| 41 | Item No. 12 :-Providing and fixing Count ry cut teak wood windows wi th double leaf 25 mm thick planked shutters without ventilators as per detailed drawings including stainless steel fixtures and fastenings and finishingthe wood work wi th oil paint ing 3 coats etc. complete |
| 42 | Item No. 13 :-Providing flush grooved pointing with cement mor tar 1:3 for stone masonry work including scaffolding and curing etc. complete. |
| 43 | Item No. 14 :-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. |
| 44 | Item No. 15 :-Providing and fixing locking arrangement the standered qualityof lock for pump house, etc complete |
| 45 | Item No. 16 :-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) |
| 46 | PUMPING MACHINERY:-ITEM NO 1:-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. |
| 47 | ITEM NO 2:-Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. |
| 48 | ITEM NO 3:-Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380-440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. |
| 49 | ITEM NO 4:-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) |
| 50 | ITEM NO 5:-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. |
| 51 | ITEM NO 6:-Providing tools for pumping |
| 52 | ITEM NO 7:-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) |
| 53 | ITEM NO 8:-Providing pipe type earthing with 40 mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 54 | RISING MAINItem No. 1 :- 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.Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form90 mm Dia HDPE Pipe 8 Kg/sqcm |
| 55 | Item No. 2 :-of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only. |
| 56 | Item No. 3 :- Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Sluice valves 80 mm Dia |
| 57 | Item No. 4 :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) |
| 58 | Item No. 5 :-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. |
| 59 | Item No. 6 :- 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. |
| 60 | Item No. 7 :- 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. |
| 61 | Item No. 8 :- 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. |
| 62 | Item No. 9 :- 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. |
| 63 | Item No. 10 :-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 blastingincluding 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 byEngineer-in-charge, normal dewatering, excluding backfilling, etc. complete by allmeans. (Bd-A-6/259) |
| 64 | Item No. 11 :-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. |
| 65 | Item No. 12 :- 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 |
| 66 | Item No. 13 :-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) |
| 67 | Item No. 14 :-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) |
| 68 | Item No. 15 :-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) |
| 69 | Item No. 16 :- 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. |
| 70 | Item No. 18 :-Providingandlayingin situfollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 71 | Item No. 19 :-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. |
| 72 | Item No. 20 :-Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 73 | Item No. 21 :-Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. |
| 74 | GSR Item No. 01 :-Designing (aesthetically), and constructing RCC ground 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 and bye-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. Manhole frame 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. complete as per design data, criteria, obligatory requirements and detailed specifications. |
| 75 | Add 10% hilly area |
| 76 | Item No. 3 :-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. |
| 77 | Item No. 4 :-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. |
| 78 | WTP Item No.1 Designing (aesthetically), providing, Inline Water Treatment Plant At the shop transporting to site installing testing andcommissioning at the site, giving necessary one month’s free test and trial run with guarantee for one year,etc.complete. Prefabricated Package Water Treatment Plant comprising following |
| 79 | MISC WORK Item No. 1 :-Providing & streching transmission line & making Additional electric load connection to Head works, including all charges as per MSEB rule |
| 80 | :- Trial Run Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. Note: Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. |
| 81 | Add 12% GST |
AI Tender Summary
Tender Timeline
Oct 03, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 10, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 11, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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