Under Jal Jeevan Mission Programme Dhamangaon Water Supply Scheme Tal. Igatpuri Dist. Nashik
Tender Value
1.46 Crore
Estimated cost
Bid Submission
22 Jun 2022
0 days left
EMD
1.47 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dhamangaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Under Jal Jeevan Mission Programme Dhamangaon Water Supply Scheme Tal. Igatpuri Dist. Nashik
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work No. 1 - Production Well Item No. 1 - Taking Trial Bore (Core Bore Sampling) by Calyxe machine with TCT/NX bits together undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock hard rock & quartizite etc. The item includes all Hire & running cost of Callyx Machine conveying all materials to site of work excluding conveyance of callyx, machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden Core Box, Samples to be taken at 1.0 m interval and conveying to the place as directed by Engineer-in-charge, The diameter of bore in overburden shall be 100 mm and of NX size (50mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburdern only and shall be 1.0 m above GL with cap over it.Trial Bore In Over Burden (Soft Soil, Murum) |
| 2 | In weathered rock / soft rock |
| 3 | Item No. 2 - Excavation in general in soft material comprisingof soft soil, soft murrum, sand, hard murum with boulders in wet or dry condition for Head Works I.e. intake well, connecting pipe Jack well, pump House, supply well etc. for lift\"0 to 1.5 M & lead \"of 1.50Mincluding barricading, guarding, depositing oft surplus excavated stuff within a radius of 0.5km as directed by Engineer-in-charge-,etc \"complete excluding refilling. Soft Strata Lift 0.00 to 1.50 M |
| 4 | Lift 1.50 to 3.00 M |
| 5 | Lift 3.00 to 4.50 M |
| 6 | Lift 4.50 to 6.00 M |
| 7 | Lift 6.00 to 7.50 M |
| 8 | Item No. 3 - Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.Hard Strata Lift 7.50 to 9.00 M |
| 9 | Lift 9.00 to 10.50 M |
| 10 | Lift 10.50 to 12.00 M |
| 11 | Lift 12.00 to 13.50 M |
| 12 | Lift 13.50 to 15.00 M |
| 13 | Lift 15.00 to 16.50 M |
| 14 | Lift 16.50 to 18.00 M |
| 15 | Item No. 4 - Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.Note :- 1) The Contractor at his request may allowed to start construction of masonary steining so as not to allow silting of well in oncoming mansoon and while paying masonary, 25% amount shall be withheld and released only when excavation to the full depth is completed.2) Total dewatering charges are to be proposed in tender as lumpsum amount and 75 % is payable for excavation and 25% is payable for construction of well /gallery. Out of 75 % excavation breakup shall be as under 25 % for last 1 Mtr. Depth., 20% for 2 M depth which just above last 1 M depth. 15% for the rest of depth from water table level. The aboe conditions will restrict the tendancy of agencies to avoid deeping of wells etc. to the required depths. |
| 16 | Item No. 5 - Providing and laying in situ cement concrete M-15 /1:2:4 of trap/granite/quartzite /gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks/ shuttering will not be allowed) Spec. No.: Bd.E.1 Page No. 287 /IS 456:2000PCC M-15 |
| 17 | Item No. 6 - Providing& casting in situ C.C. of trap / granite trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detaileddrawing & design orasdirectedby Engineer-in-charge including dewatering, centering from work compaction, finishing the formed surfaces with C.M.(1:1 1/2:3) of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if special finish is to be provided & curing etc. complete. (By weigh batching and mix M200. Only use of L&T, A.C.C., Ambuja, Birla gold Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement. RCC M- 200 Ring Beam |
| 18 | RCC M- 200 Vertical Wall |
| 19 | Item No. 7 - Providing & fixing in position steel bar \"reinforcement of various dia. for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases, newels chajjas, lintels, pardies copings fins, arches, etc. as per detailed \"design & drawing & schedules, including cutting, bending, hooking the bars, binding with wire track \"welding & supporting as required, etc. complete Tor Steel |
| 20 | Item No. 8 - Providing & filling around the well boulders fillingof selected variety & size of boulders including cost of all material labors transportation etc. complete with all leads lifts. |
| 21 | Item No. 9 - Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 22 | Item No. 10 - Providing structural steel work in rolled stanchions fixed with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connecting to truss members and like as per detailed desings and drawings or as directed by Engineer-in-charge including cutting, fabricating, hoisting, erecting, fixing in position, making riveted / bolted /welded connections and one coat of anticorrosive paints and over it two coats of oil painting, etc. complete.ISMB 150 X 80 @ 14.90 Kg/m |
| 23 | Item No. 11 - ProvidingandFixinginwellstaining 80 mm dia.A. C. pipe asweep holes 1.5 m. c / cstaggered pipe sloping out sideofthewellincludingcostof all material andlabourinvolvedwithall leads and lifts etc. complete.e |
| 24 | Item No. 12 - Drilling of Horizontalbore well 150 mm dia by D.T.C. machine, including transportation of machine at work site |
| 25 | Item No. 13 - Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of all materials. overhead, labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days. |
| 26 | Item No. 14 - Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in- |
| 27 | Item No. 15 - Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge |
| 28 | Sub Work No. 2 approach bund and road- Item No. 1 - excavationfor roadway in earth , soil of all sorts , gravel or soft murum including dressing section to the required grade , camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m .and spreading for embankment or stacking as directed |
| 29 | Item No. 2 - excavationfor roadway in hard murum and boulderincluding dressing section to the required grade , camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m .and spreading for embankment or stacking as directed |
| 30 | Item No. 3 - excavationfor roadway in soft rockincluding dressing section to the required grade , camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m .and spreading for embankment or stacking as directed |
| 31 | Item No. 4 - watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50m , not less than 97% of standard proctor density after laying them in layers of 20 cm. to 30cm. With vibrator roller |
| 32 | Item No. 5 - providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. Including all lifts , laying in layers of 20cm. To 30cm .thickness breaking clods ,dressing to the required lines , curves ,grades & section , watering and compaction with viabrator roller to achieve not less than 97% of standard proctor densityetc. complete (material obtained from depatmental land) |
| 33 | Item No. 6 - Supplying hard murum /kankar at the road site , including conveying and stacking complete |
| 34 | Item No. 7 - Supplying hard murum /soft murrum /gravel or kankar for side width complete |
| 35 | Item No. 8 - compacting the hard murum side widhts including laying in layers on each side with vibratory roller including artifical watering etc. complete |
| 36 | Item No. 9 - Providing dry trap/granite/quartzite/gneiss, rubble stone soling in 15 cm to 20 cm thick layers (including hand packing and compacting), etc. complete |
| 37 | Item No. 10 - Providing dry rubber stone pitching 23cm (about 9) thick including all material , quarry spalls , labour etc.complete |
| 38 | Item No. 11 - royalty of materials. Royalty charges of lime shell, stones , rubber ,stone dust , shingles , gravels , murum ,kankar ,ordianry sand , ordinary clay , ordinary earth , slate & shell etc complete . Over all quantity as per statement |
| 39 | Sub Work No. 3 - Switch Room Item No. 1 - Excavation for foundation /pipe trenches in earth, soils of all types, gravel & soft murum, including removing the excavated material upto a distance of 50 M & lift as below, stacking & spreading asdirected, normal dewatering, preparing the bed for foundation and excluding backfilling |
| 40 | Item No. 2 - Providing dry trap/granite/quartzite/gneiss, rubble stone soling in 15 cm to 20 cm thick layers (including hand packing and compacting), etc. complete |
| 41 | Item No. 3 - Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. |
| 42 | Item No. 4 - Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing outwater manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulingcuring etc. complete.(Wooden planks/ shuttering will not be allowed) |
| 43 | Item No. 5 - Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,plywood 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.)For Foundation |
| 44 | Item No. 6 - Providing and casting in situ Cement Concrete 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, plywood form work,bully/steel prop ups, 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)For Column |
| 45 | Item No. 7 - Providing Bricks masonry in cement mortar 1:6 using Second Class Burnt Bricks bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete. |
| 46 | Item No. 8 - Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete |
| 47 | Item No. 9 - Providing and fixing the country cut teak wood double or single leaf second class fully paneled doors for exterior wallventilatoras per detailed drawing including iron oxidised fixture and fastenings the wood work with one coat of primer (excluding the door frame)complete. |
| 48 | Item No. 10 - Providing and fixing steel windows of various sizes as per detailed drawings with welded square bars 12 mm at 10 cm centre to centre without hot dip zinc coating without/with ventilator including fabrication, glazing with non-acetinic/ plain/ obscured glass panes of approved type and quality, all fixtures and fastenings without teak wood boxing, and architraves and finishing with one coat of primer complete. |
| 49 | Item No. 11 - Providing and casting in situ Cement Concrete 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, plywood form work,bully/steel prop ups, 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)For Beam M200 |
| 50 | Item No. 12 -Providing 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.)R.C.C. Slab M200 |
| 51 | Item No. 13 - Providing and casting in situ Cement Concrete 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, plywood form work,bully/steel prop ups, 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)R.C.C. Chajja M200 |
| 52 | Item No. 14 - 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). |
| 53 | Item No. 15 - Providing internal cement plaster 20 mm thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surfaces in all positions including scaffolding and curing complete. |
| 54 | Item No. 16 - Providing sand faced plaster externally in cement mortar using Kharasalia/ Kasaba or similar type of sand, in all positions including base coat of 15 mm thick in CM 1:4 using water proofing compound at 1 Kg. per bag, curing the same for not less than 3 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in CM 1:4, finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete. |
| 55 | Item No. 17 - Providing and laying cement concrete flooring 50 mm thick with 1:2:4: cement concrete lead to proper level and slope in alternater bays including compaction filling joints marking line to gave the apperance to tilles of 30 cm x 30 cm or other size lwad diagonally / square etc.finishing smooth (with extra cement) in any colour as directed and curing complete. |
| 56 | Item No. 18 - Providing and applying plastic emulsion paints of approved quality, colour,and shade to old/new surfaces in two coats including scaffolding, preparing the surface including prime coat etc. complete. |
| 57 | Item No. 19- Providing and applying white wash in two coats on old /new plastered or masonry surface and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down, etc. complete. |
| 58 | Item No. 20 - Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning preparing the plaster surface applying prime coad , scaffolding if necessary and watering the surface for two days etc complete |
| 59 | Sub Work No. 4 - Pumping Machinery Item No. 1 - Providing and erecting and giving test of 100 mm dia submersible pump sets conforming to IS 8034 and motor conforming to9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and bronze impelier .Motor suitable for working on 415v+10% ph 50hz A.C supply with cable guard ,thrust carbon /bed bearing to with stand with cable entire hydraulic thrust,waterproof winding shall be provided .The pump set shall be suitable for direct coupling ,pump shall have suitable out let as per manufactures design ,Anti thrust stream lined non return valve shall be provided with the pump .Suitable valve shall be provided with the pump .Suitable suction strainer shall also be provided .3 core ,single /double run copper conductor submersible type of flat cable 3 m and 2 pairs of erection 65 mm width 10 mm be provided along with thepump rates per pump up to 8 stages are as below.15.00 HP Pump Sets |
| 60 | Item No. 2 -Supplying and erecting G. I. Pipe in position for suction, delivery for centrifugal pump, vacuum pump and drop for submersible pump including plumbing with socket and necessary material.GI 80 mm dia Class- B |
| 61 | Item No. 3 - Providing lowering, laying & jointing 3.5 core x 50 sqmm alluminium conductor armoured cable from MSEDCL point to incommer of Panel etc.comp. |
| 62 | Item No. 5 - Supplying & erecting automatic control pane for 3 Ph, 415 volt, A.c.Submersible/centrifugal pump set upto 10 HP consisting ofStar Delta starter having relay range 6-10 Amp,S.P.P., Combined ammeter / voltmeter, phaseindicating lamp enclosed in CRCA powdercoated Vibration proof encloserwith IP 54protection. Control Panel should offer single phasing, phase reversal, phase inbalence etc (Similar to LT model no.MU G15/ CAT NO. |
| 63 | Item No. 6 - Providing tools for pumping.1) Double ended open jaws spanner of selected carbon steel and chrome plated size 6-32 mm (set of 12 pieces) - 1 Set, 2) Ring spanner set (bi-hexagonal) shallow half set selected carbon steel and chrome plated size 6-32mm (set of 12 pieces) - 1 Set, 3) Ball pein hammer with handle 800 gms - 1 No., 4)Insulated combination cutting plier 200 mm - 1 No., 5) Adjustable screw-wrench 250 mm - 1 No., 6)Pipe wrench stilson .: selected carbon steel chrome plated size 450 mm - 60 mm - 1 No., 600 mm - 76 mm - 1 No., 7) Screwdriver electrical patterned blade for selected steel chrome plated size 6 X 300 mm - 1 No., 8 X 200 mm - 1 No.,8) Hacksaw frame 300 mm size with heavy duty blade - 1 No., 9) Tool Box fabricated from MS Sheet 50 x 50 x 30 cm - 1 No., 10) Electronic supply tester - 1 No. |
| 64 | Item No. 7 -Supply and erecting,flat flexible submersible cable with, copper conductor, PVC insulated, and PVC Seathed 3 x 10 core Submersible Cable |
| 65 | Item No. 8 - Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results asper specification No. EA-EP |
| 66 | Item No. 9 - Providing eredcting triple spur gear type chain pully block suitable for capacity as below with 6 m lift complete with load chain and hand chaon suitable for above lift tested to 50 % over load as per IS 3832 carrying ISI mark1 Tonne Capacity |
| 67 | Sub Work No. 5 - Pure Water Rising Main Item No. 1 - Providing ISI mark G.I. pipe of following class and dia.excludingGSTleviedbyGOI&GOMinall 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.GI 150 mm dia Class- B |
| 68 | Item No. 2 - Providingandsupplyinginstandardlengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement jointsincludingcostofcouplers,asperIS specificationno.4985/1988excludingGST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rainsincludingcostofjointingmateriali.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). PVC Pipe 140 mm dia, 6 kg/cm2 |
| 69 | Item No. 3 -Providing G.I Pipe specials as per standard specifications & direction of incharge Engineer. Required specials as per bill Only. |
| 70 | Item No. 3 - Providing PVC specials as per standard specifications & direction of incharge Engineer. Required specials as per bill Only. |
| 71 | Item No. 4Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges,transportationuptodepartmental store, unloading, stackingexcluding GST leviedbyGOI&GOMinallrespectetc. complete.Sluice Valve 150 mm dia PN 1 |
| 72 | Item No. 5 - ProvidingandsupplyingISImarkCID/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loadingintotruck,transportationupto departmental stores, unloading, stacking excludingGSTleviedbyGOI&GOMinall respect etc. complete.Reflux valves as per I.S.5312 Part I (1984).Reflux Valve 150 mm dia PN 1 |
| 73 | Item No. 6Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges,transportationuptodepartmental store, unloading, stackingexcluding GST leviedbyGOI&GOMinallrespectetc. complete.Sluice Valve for washout 100 mm dia PN 1 |
| 74 | Item No. 7 Providingandsupplying Air Valves asper IS-14845-2000andMJP’sstandard specifications of approved make andquality of following diameters including railway freight,inspectioncharges,unloadingfrom railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GSTlevied by GOI & GOM in all respect etc. complete.Air Valve 40 mm dia PN 1 |
| 75 | Item No. 8 - 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. |
| 76 | Item No. 9 - 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. |
| 77 | Item No. 10 - 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 beyondarea and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 78 | Item No. 11 - Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. |
| 79 | Item No. 12 - Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 80 | Item No. 13 - Lowering,layingandj ointingG.I .pipesand specials of following class and diameter including conveyance from stores to site of works, all labour, etc.completeeither undergroundorinvertical position, as directed by Engineer-in-charge.GI 150 mm dia Class- B |
| 81 | Item No. 14 -Lowering,layingand jointingwithP.V.C. pipesandspecialsoffollowingclassand diameterincludingcostofconveyancefrom storestositeofworksincludingcostofall labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).PVC Pipe 140 mm dia, 6 kg/cm2 |
| 82 | Item No. 15 - Lowering, laying and jointing in position followingC.I.D/FReflexvalves,Butterfly valvesandSluicevalvesincludingcostof all labour jointing material, including nut bolts andgivingsatisfactoryhydraulictestingetc. complete. (Rate for all class of valves.)Sluice Valve 150 mm dia |
| 83 | Item No. 16 - Lowering, laying, jointing in positionfollowing CIDF 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)Reflux Valve 150 mm dia |
| 84 | Item No. 17 - Lowering, laying and jointing in position followingC.I.D/FReflexvalves,Butterfly valvesandSluicevalvesincludingcostof all labour jointing material, including nut bolts andgivingsatisfactoryhydraulictestingetc. complete. (Rate for all class of valves.)Sluice Valve 100 mm dia |
| 85 | Item No. 18 - Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines. |
| 86 | Item No. 19 - Providing and laying in situ following grades of C.C. of trap/granite/quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing finishing etc. complete.1:2:4 (M-150 ) grade for encasing |
| 87 | Item No. 20 - Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. |
| 88 | Item No. 21 - 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. |
| 89 | Item No. 22 - HydraulictestingofG. I.pipelinetospecified 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 necessaryequipments,labouroperationcharges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.GI 150 mm dia Class- B |
| 90 | Item No. 23 - Hydraulic testing of PVC pipe line to specified pressure includingcost ofall materialsandlabourandwaterfortestingfor specifiedlengthincludingcutting,placingend capmakingarrangementforfillingsafewater usingreciprocatingtypepumpswhichshould beabletoprovidespecifiedtestpressure gauges and other necessary equipments, labour,operationcharges,etc.requiredfor testing.Therateunderthisitemshallalso includecostofretesting,ifnecessaryand reinstating to original position.PVC Pipe 140 mm dia, 6 kg/cm2 |
| 91 | Sub Work No. 6 -RCC ESR OF CAPACITY 45,000 LTR (Stg. Ht. 9 M)Item No. 1 -Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/cfor E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material chargesincluding lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. (Other details are as per Concern MJP DSR) |
| 92 | Item No. 2 - Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge.CIDF Pipe 150 mm Dia |
| 93 | Item No. 3 - M.S./ C.I. D/F pipes and specials in vertical position including cost of all jointing materials (rubber packing, nut bolts, etc.) labour,scaffolding,hydraulictestingetc. complete.CIDF Pipe Specials |
| 94 | Item No. 4 - Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Inlet Sluice Valve 150 mm Dia (PN 1) |
| 95 | Outlet Sluice Valve 150 mm Dia (PN 1) |
| 96 | Bypass Sluice Valve 150 mm Dia (PN 1) |
| 97 | Item No. 5 -Providing ISI standard R.C.C. pipes in standard lengths of following class and diametersuitableforeithercollarjointsor rubberringjoints,excludingGSTlev-iedby GOI&GOMinallrespectincludinginspec- tion charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.RCC NP II 200 mm dia Pipe |
| 98 | Sub Work No. 7 - Distribution SystemItem No. 1 - Providing ISI mark G.I. pipe of following class and dia.excludingGSTleviedbyGOI&GOMinall 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.GI Pipe 100 mm dia Class- B |
| 99 | GI Pipe 80 mm dia Class- B |
| 100 | Item No. 2 - Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).140 mm dia 4 Kg/cm2 PVC Pipes |
| 101 | 110mm dia 4 Kg/cm2 PVC Pipes |
| 102 | 90 mm dia 4 Kg/cm2 PVC Pipes |
| 103 | 75 mm dia 4 Kg/cm2 PVC Pipes |
| 104 | Item No. 3 - Providing GI/ HDPE/ PVC specials as per standard specifications & direction of incharge Engineer. Required specials as per bill Only. |
| 105 | Item No. 4 - Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Sluice Valve 150 mm dia PN 1 |
| 106 | Sluice Valve 100 mm dia PN 1 |
| 107 | Sluice Valve 80 mm dia PN 1 |
| 108 | Sluice Valve 65 mm dia PN 1 |
| 109 | Item No. 5 - 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. |
| 110 | Item No. 6 - 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. |
| 111 | Item No.7 - Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyondarea and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 112 | Item No. 8 - 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. |
| 113 | Item No. 9 - Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 114 | Item No. 10 - Lowering,layingandj ointingG.I .pipesand specials of following class and diameter including conveyance from stores to site of works, all labour, etc.completeeither undergroundorinvertical position, as directed by Engineer-in-charge.GI 100 mm dia Class- B |
| 115 | GI 80 mm dia Class- B |
| 116 | Item No. 11 - Item No. 17 - Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint).140 mm dia 4 Kg/cm2 PVC Pipes |
| 117 | 110 mm dia 4 Kg/cm2 PVC Pipes |
| 118 | 90 mm dia 4 Kg/cm2 PVC Pipes |
| 119 | 75 mm dia 4 Kg/cm2 PVC Pipes |
| 120 | Item No. 12 - Providing and laying in situ following grades of C.C. of trap/granite/quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing finishing etc. complete.PCC 1:2:4 (M-150 ) grade for encasing |
| 121 | Item No. 13 - Lowering, laying, jointing in positionfollowing CIDF 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 ) Sluice Valve 150 mm dia |
| 122 | Sluice Valve 100 mm dia |
| 123 | Sluice Valve 80 mm dia |
| 124 | Sluice Valve 65 mm dia |
| 125 | Item No. 14 - 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. |
| 126 | Item No. 15 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. |
| 127 | Item No. 16 - HydraulictestingofG. I.pipelinetospecified 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 necessaryequipments,labouroperationcharges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.GI Pipe 100 mm dia Class- B |
| 128 | GI Pipe 80 mm dia Class- B |
| 129 | Item No. 17 - Hydraulic testing of PVC pipe line to specified pressure includingcost ofall materialsandlabourandwaterfortestingfor specifiedlengthincludingcutting,placingend capmakingarrangementforfillingsafewater usingreciprocatingtypepumpswhichshould beabletoprovidespecifiedtestpressure gauges and other necessary equipments, labour,operationcharges,etc.requiredfor testing.Therateunderthisitemshallalso includecostofretesting,ifnecessaryand reinstating to original position.140 mm dia 4 Kg/cm2 PVC Pipes |
| 130 | 110 mm dia 4 Kg/cm2 PVC Pipes |
| 131 | 90 mm dia 4 Kg/cm2 PVC Pipes |
| 132 | 75 mm dia 4 Kg/cm2 PVC Pipes |
| 133 | Item No. 19 -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 1.20 m x 0.90 m size made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border /messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65 m long painted withal ternate black and white bands of 25 cm width including all fixtures etc. and fixing the boards in1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 134 | Sub Work No. 9 - Trial RunItem No. 1 - Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. Trial Run for Single village 3 Months |
| 135 | TCL Requirement |
| 136 | MSEB charges |
| 137 | Provision for MSEB Charges |
AI Tender Summary
Tender Timeline
Jun 08, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJun 22, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 24, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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