Retrofitting To Pipeline Water Supply Scheme For Urfi Tal. Dapoli Dist. Ratnagiri
Tender Value
26.44 Lakhs
Estimated cost
Bid Submission
24 Aug 2022
0 days left
EMD
26449
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dapoli → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting To Pipeline Water Supply Scheme For Urfi Tal. Dapoli Dist. Ratnagiri
BOQ
| Sl. No. | Item Description |
| 1 | SUB ESTIMATE NO- 1: R.C.C. WELL |
| 2 | Item No.1:-Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulder in wet or dry condition for head work I.e. intake well, connecting pipe, Jack well, pump house, supply well, etc. for lift 0 to 1.50 M and lead of 150 m including baricating, guarding,disposing off surplus excavated stuff within a redius of of 0.50 km. as directed by Engineer in charge, etc. comp.excluding refilling. |
| 3 | .Lift 0.00to 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 | Lift 7.50 to 9.00 M |
| 9 | Lift 9.00 to 10.00 M |
| 10 | Item No.2:-Excavation in general in hard material comprising of soft rock, hard rock, manjara rock etc, by blasting/ control blasting/ chiselling in wet or dry condition for head work I.e. intake well, connecting pipe, Jack well, pump house, supply well, etc. for lift 0 to 1.50 M and lead of 150 m including baricating, guarding,disposing off surplus excavated stuff within a redius of of 0.50 km. as directedby Engineer in cchrge, etc. complate excluding refilling. |
| 11 | .Lift 0.00to 1.50 M |
| 12 | Lift 1.50 to 3.00 M |
| 13 | Lift 3.00 to 4.50 M |
| 14 | Lift 4.50 to 6.00 M |
| 15 | Lift 6.00to7.50M |
| 16 | Lift 7.50 to 9.00M |
| 17 | Lift 9.00 to 10.00M |
| 18 | Item No.3:-Providing and laying in situ, folling grad of C.C. trap / granite / gneiss metal for foundation and bedding including dewatering form work compacting and curing, finishing, etc. complate. |
| 19 | P.C.C.M-150 |
| 20 | Item no.4:-Providing and casting in situ C.C. of trap / granite / quartzite / gneiss metal of approved quality for R.C.C. work as per detailed drawings and design or as directed by Engineer in charge including normal dewatering, centring, ply wood form work, bully / steel propups compactionfinishing the formed surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface where ever necessary or roughening if special finish to be provided and curing etc. complete. |
| 21 | A)Beam C.C. 1:1:2 (M-200) |
| 22 | B)Wall C.C. 1:1:2 (M-200) |
| 23 | Item no.5:-Providing and fixing in position steel bar reinforcement of various diametersfor R.C.C. piles, caps ,footings, foundations, slabs , beams, columns, canopies, staircase, newels ,chajjas,lintel, pardi copin, finearches etc.as per designs,drawing and schedule including cutting, bending, hooking the bars, binding with wires or tack welding and supportingas required etc. complete. (including cost of binding wire.) |
| 24 | Item No.6:- Providing andfixing 80 mm dia A.C/ P.V.C.pipe hole at 1.5 m c/c staggered including cost ofall material and labor involved with all leads and lifts etc. complete with all lead and lift. |
| 25 | Item No.7:- Providing andfixing M.S.chequared plate flooring of following thickness supportedon M. S. angel(25x25x5mm) size including cutting welding ,and fibricating the plate to the required square or rounding shape, making holes in plateincluding providing, and applying 3 cote of anticorrosive paint, etc.complate as directed byEngineer in charge. 6 MMThick |
| 26 | Item No.8:- Providing Structural steel work in single stanchions.composed of R.S.J. chanelsetc with cap, bases,mild steel plate,angal, brackets,cleat, gusset plate,anchor bolt, etc. as per detailed design drawings or as directed by Engineer -in charge including cutting, fabrication, hosting,errecting fixing in position making riveted /bolted/welded connection and one coat of anti corrosive paint and over it two coats ofoil painting, etc complete. |
| 27 | Item No.9:-Dewatering the excavated trenchesand pools of water in building trenches / pipe line trenches, well works by using pumps and other divices including disposing off water to safe distance as directed by Engineer-in charge(including cost of machinery, labor, fuel) etc complete. |
| 28 | Item No10-Refilling the excavated trenches with availableexcavated stuff with soft material first over pipe line and then hard material in 15 cm thick layer with all lead and lift including consolidationsrchargingetc. com. |
| 29 | Item No.11:-Providing and fixing in position C.I Dapori type step or 22 mm dia. M.S. bar step with proper anchorage, .etc. complate .and providing and applying 3 coats of anticorrosive paint etc.complete .as directed byEngineer in charge. |
| 30 | SUB ESTIMATE NO- 2: PUMP HOUSE |
| 31 | Item no1:- Excavation for foundationin Hardmurum &boulders, W.B.M. roadincluding removing the excavated materials upto a distance 50 meterbeyond the area and lifts as below, stacking and spreding |
| 32 | Item No2:- providing &laying in situ p.c.c. 1:2:4of trap metals for foundation & Plinthincluding compaction curing form work etc.complete. |
| 33 | Item No3 :-Providing rubble stone soling 15 cm.to 20 cm thick layersincluding hand paking and compaction etc completed. |
| 34 | Item No 4:-Providing laterite stone masonary in c.m.1:6 foundation &plinth including striking out joint on the unexposed faces and watering com |
| 35 | Item No5:-Providing laterite stone masonary in c.m.1:6superstructure including striking out joint on the unexposed face & watering com. |
| 36 | Item No6:-providing &fixing in position Steel reinforcement of verious diameters for R.C.C. footings, foundations, slabs, beams, staining walls, etc. as per detailed drawings, designs,including cutting, bending, hooking, & etc. |
| 37 | Item No7:- providing &laying in situ R.C.C.(M 20) of trap metals for Slab&Landing of all thicknessas per detailed drawing &designs including centering, form work,compacting &roughjng the if special finishing is to be donecuring etc.complete. |
| 38 | Item No8:-Providing internal &External plastering 12mm.Tk.in single coat in C. M. 1:3 without neeru finish to stone masonary surface in all positions includingracking out joints,scaffolding curing etc. comp. |
| 39 | Item No9:-Prviding & fixing factory made precast door frame of cement concreteM40 gradeof section 1000x60mm. Including reinfoecement as per I.S.6523 with polymeric blocks having screw holding capacityof250kg. Screw fixed in position of etc. |
| 40 | Item No10:-Prviding &fixing R. C. C. Grillsin all positions etc complete. |
| 41 | SUB ESTIMATE NO- 3: PUMPING MACHINARY |
| 42 | Item No.1:- Providing erecting giving testof submersible pump set conforming to IS 8034 and moter coforming to IS 9283 with water proof winding, pump shall be sutaible for verious delivery head and discharge with stainless steel shaft, moter sutaible for working on supply, with cable guard, thrust carben/ fiber bearing to stand entire hydrolic thrust, The pump set shall be sutaible for direct coupling with sutaible suction stiner pump should have sutaible discharge out let as per manufacture design. Antithrust stream lined non return valve shall be provide with the pump. 3m submersible copper coundctor cable in single/ double run and 2 pairs of sutaible size clamp 10mm thck shall be provided with each pmp. |
| 43 | Item No.2:-Providing and erecting commissioning & testing of floor mounting type L.T. panel board (skeleton type) box type as per detailed specification ...etc complete. |
| 44 | Item No.3:-Providing double flanged sluice valve confirming for IS2906/14846 including worn geararrangement as per test pressure stanless steel spindal, cap including all taxes transportation etc. coplete. |
| 45 | Sluice valve(50 mm dia) P.N.rating 1.6 |
| 46 | Item No.4:-Providing and supplying ISI mark CI D/F reflux valve (non return valves) of following diaincluding all taxes (local and central), railway fright, octroi, inspection charges,un loding from raiway wagon, loading in to truck, transport up to departmental store/ site, unloding, stacking etc. complate. |
| 47 | b) Refluxvalve (50 mm dia )P.N.rating 1.6 |
| 48 | Item No.5:-lowering laying and jointing in position following C.I.D/FReflux valve,Butterfly valve and Sluice valve including cost of all labour jointing material including nut bolts and giving satisfactory hydraulictesting etc. complete. |
| 49 | a)50 mm dia. Sluice valve Pn-1.6 |
| 50 | b) Refluxvalve ( 50 mm dia )P.N.rating 1.6 |
| 51 | Item No.6:- Providing erecting jointing testing ofvarious drop pipe 50 mm dia G.I. medium class in 1.5 M/1 M length or any other length as per site conditionwith heavy duty flanges . ... etc complete as per detailed specification. |
| 52 | 50 mm dia G.I. pipe |
| 53 | Item No 7:-Supplying and errecting Flat flexible submersible cablecopper conductor P.V.C.Insulated, and PVC sheathed. 3core 4.0 sq. mm |
| 54 | Item No.8 :-Suppling and errecting XLPE / PVC insulated armoured cable 1100 v grede with ISI mark Fore core, solid / standered alum coundctor with 6 mm thick 25 mm width MS. Spacer with earth wire 6 sq mm complete erected on wall / on polw with 25x3 mm M.S. clamp or in provded trench in an approved manner.4core 10 sqmm....etc comp. |
| 55 | Item No.9 :-Providing installing and testing earthling arrangement to the installation of motor L.T.panel board starter...etc complete.as per detailed specification |
| 56 | SUB ESTIMATE NO- 4: RISING MAIN |
| 57 | Item No.1 :-Excavation for foundation / pipe trenches in earth soil of all type sand gravel and soft murum including removing excavated material up to distance of 50 m. and lift as bellow stacking spreading as directednormal dewateringpreparing the bed for foundation excluding back filling ...etc complete |
| 58 | Item No.2 :-Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimmingand leveling the bed by chiselling where necessary & removing the excavated material stacking it in measurable heaps within a distance of 50 m from the area & lifts as below normal dewateringexcluding back filling ...etc complete. |
| 59 | Item No.3:-Providing and supplying in stander lengthsI.S.I.Mark rigged unplasticised HDPE.Pipe for portable water with solvent cement joint including cost of coupler as per I.S. specification no4985/1988including all central and local taxces,transportation freight charges,inspection charges, loading un loding conveyance to the dept. store/site and stacking the same in a closed shed duly protected from sun rays and rains of followingclass and diameter. |
| 60 | 75 MM dia HDPE.Pipe 12.5 Kg/cm2 |
| 61 | 65 mm dia GI m class pipe |
| 62 | Item No.4-Lowering laying and jointing with HDPE. Pipes and specials of following class and diameter including cost of conveyance from store to site of works includingcost of all labour, material except cement solvent rubber ring giving satisfactory hydraulic testing as per IS codeetc.complate (with cement solvent joint/ring fit joint) |
| 63 | 75 MM dia HDPE.Pipe 12.5 Kg/cm2 |
| 64 | 65 mm dia GI m class pipe |
| 65 | Item No.5-Refilling the excavated trenches with availableexcavated stuff with soft material first over pipe line and then hard material in 15 cm thick layer with all lead and lift including consolidation srcharging etc. complate. |
| 66 | Item No.6:-Providing and supplying Air valves as per IS14845-2000 and MJP standard specifications of approved make and quality of following diameters including all taxes(centraland local) railway freight, inspection charges, unloading from railway freight loading into truck transportation up to departmental store/site unloading and stacking etc.complate. |
| 67 | 25 MM Dia Air Valve |
| 68 | Item No.7:-Lowering laying and fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in charge including cost of conveyance from storeto site of work cost of all material and giving satisfactory hydraulic testing etc.complete |
| 69 | 25 MM Dia Air valve single ball |
| 70 | SUB ESTIMATE NO- 5: DISTRIBUTION SYSTEM |
| 71 | Item No.1 :-Excavation for foundation / pipe trenches in earth soil of all type sand gravel and soft murum including removing excavated material up to distance of 50 m. and lift as bellow stacking spreading as directednormal dewateringpreparing the bed for foundation excluding back filling ...etc complete |
| 72 | Item No.2 :-Excavation for foundation / pipe trenches in hard rock by blastingincluding trimmingand leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 m.from the area and lift as bellow,normal dewatering excluding back filling ...etc complete. |
| 73 | Item No.3:-Providing and supplying in stander lengthsI.S.I.Mark rigged unplasticised HDPE.Pipe for portable water with solvent cement joint including cost of coupler as per I.S. specification no4985/1988including all central and local taxces,transportation freight charges,inspection charges, loading un loding conveyance to the dept. store/site and stacking the same in a closed shed duly protected from sun rays and rains of followingclass and diameter. |
| 74 | 90 MM dia HDPE.Pipe 6Kg/cm2 |
| 75 | 75 MM dia HDPE.Pipe 6Kg/cm2 |
| 76 | 63 MM dia HDPE.Pipe 6Kg/cm2 |
| 77 | Item No.4:-Lowering laying and jointing withHDPE Pipes and specials of following class and diameter including cost of conveyance from store to site of works includingcost of all labour, material except cement solvent rubber ring giving satisfactory hydraulic testing as per IS codeetc.complate (with cement solvent joint/ring fit joint) |
| 78 | 90MM dia H.D.P.E. Pipe 6 Kg/cm2 |
| 79 | 75 MM dia H.D.P.E. Pipe 6 Kg/cm2 |
| 80 | 63 MM dia H.D.P.E. Pipe 6 Kg/cm2 |
| 81 | Item No.5:-Providing ISI mark of GI pipe po following class & dia including all local & central taxes octroi inspection charges transportation to stores etc.complete |
| 82 | 80 MM dia G.I.pipe |
| 83 | Item No.6:-Lowering & laying Jointing GI pipes & specials of following class & diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc. complete either underground or in vertical position as directed by Engineer-in-Charge |
| 84 | 80 MM dia G.I.pipe |
| 85 | Item No.7:-Providing double flanged sluice valve confirming for IS2906/14846 including worn geararrangement as per test pressure stanless steel spindal, cap including all taxes transportation etc. |
| 86 | 80 mm dia. Sluice valvePn-1.6 |
| 87 | 65 mm dia. Sluice valvePn-1.6 |
| 88 | 50 mm dia. Sluice valvePn-1.6 |
| 89 | Item No.8:-lowering laying and jointing in position following C.I.D/FReflux valve,Butterfly valve and Sluice valve including cost of all labour jointing material including nut bolts and giving satisfactory hydraulictesting etc. complete. |
| 90 | 80 mm dia. Sluice valvePn-1.6 |
| 91 | 65 mm dia. Sluice valvePn-1.6 |
| 92 | 50 mm dia. Sluice valvePn-1.6 |
| 93 | Item No.9-Refilling the excavated trenches with availableexcavated stuff with soft material first over pipe line and then hard material in 15 cm thick layer with all lead and lift including consolidation srcharging etc. complate. |
| 94 | SUB ESTIMATE NO- 6: NAME BOARD |
| 95 | Item no:-1 Providing & fixing road junction/information sign board of size 120 cm x 75 cm prepared on 16 guage M.S. sheet with angle iron frame of size 35 x 35 x3 mm with cross bracingof size 25x25x3 mm including painting with one coat of zinc cromate stoving primer & two coats each of green/white back ground & back sode gray stove enamelled bonded with red/ white retro /letters /numerals/ arrows coated with non peelable crystal clear protective coat retaining 100 percent reflection including two angle iron post of size 50 x 50 x5 mm of 3.65 mm. etc. complete. |
| 96 | SUB ESTIMATE NO- 6: TRAIL RUN |
| 97 | Item no:-1 Commisioning running & maintaining the scheme to quantites rated capacity including manning necessary personnel such as operator valveman etc.as per requirements of the scheme & who should also administer chemical does for a period of 1 month for individual scheme & 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. |
| 98 | SUB ESTIMATE NO- 6: M.S.E.B. Charges |
| 99 | Item no:-1 Making necessary provision for Electric supply at site of work by providing and erecting necessary electric pole wire including all material and labour charges and test certificate etc. complete. |
| 100 | GST 12% |
AI Tender Summary
Tender Timeline
Aug 18, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 26, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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