Retrofitting To Pipeline Water Supply Scheme For Shirde Tal. Dapoli Dist. Ratnagiri
Tender Value
29.81 Lakhs
Estimated cost
Bid Submission
06 Jul 2022
0 days left
EMD
29814
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 Shirde Tal. Dapoli Dist. Ratnagiri
BOQ
| Sl. No. | Item Description |
| 1 | SUB ESTIMATE NO- 1: RISING MAIN |
| 2 | 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 |
| 3 | 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. |
| 4 | Item No.3:-Providing and supplying in stander lengthsI.S.I.Mark rigged unplasticised P.V.C.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. |
| 5 | 75 MM dia HDPE.Pipe 10 Kg/cm2 |
| 6 | 75 MM dia HDPE.Pipe 10 Kg/cm2 |
| 7 | Item No.4-Lowering laying and jointing with P.V.C. 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) |
| 8 | 75 MM dia HDPE.Pipe 10 Kg/cm2 |
| 9 | 75 MM dia HDPE.Pipe 10 Kg/cm2 |
| 10 | 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. |
| 11 | 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. |
| 12 | 15 MM Dia Air Valve |
| 13 | 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. (for all class of valve.) |
| 14 | 15 MM Dia Air valve single ball |
| 15 | Item No.8:-Providing and fixing in position M.S. Air valve boxes fabricated with 2 mm thick M.S.plate,30x30x3mm size M.S.angal frame concreting in M-150 for fixing the box in position applying two coats of oil paint Painting charges,locking arrangement etc.complate. As directed by Engineer in charge. for single ball Air Valve. |
| 16 | SUB ESTIMATE NO- 2: SINTEX TANK |
| 17 | Item 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 back filling, etc.complete. |
| 18 | Item No.2:-Providing and laying in situ, following grades of C.C,M-150 of trap/granite/gneiss metal for foundation and bedding including dewatering form work compacting and curinget, finishing, etc. complate. |
| 19 | Item No 3:-Providing laterite stone in cement mortar C.C.1:6 as given bellow in foundation and plinth of inner wall or in plinth of external walls including bailing out water manually striking out joints on unexposed faces, racking out joints on exposed faces, including providing headers / bond stones as required etc. complete. In C.M.1:6 etc.complete. |
| 20 | Item No.4:- Providing soling using 80mm.trap metal etc. complete. |
| 21 | Item No:-5 Providing laterite stone in cement mortar C.C.1:6 as given bellow in foundation and plinth of inner wall or in plinth of external walls including bailing out water manually striking out joints on unexposed faces, racking out joints on exposed faces, including providing headers / bond stones as required etc. complete. In C.M.1:6 etc.complete. |
| 22 | Item No.6:-Providing internal plaster 20 mm thick in a two coat with cement mortar 1:3 without neru finish to stone masonry surfaces in all position including scafolding racking out the joint providing grove at joint of stone masonry and concrete member and curring etc.comp. |
| 23 | Item No.7:- Pro. & fixing HDPE sintex tanketc. complete. |
| 24 | Item No.7:- Pro. & fixing HDPE sintex tanketc. complete. |
| 25 | SUB ESTIMATE NO- 3: DISTRIBUTION SYSTEM |
| 26 | 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 |
| 27 | 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. |
| 28 | Item No.3:-Providing and supplying in stander lengthsI.S.I.Mark rigged unplasticised P.V.C.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. |
| 29 | 90 MM dia HDPE.Pipe 6Kg/cm2 |
| 30 | 75 MM dia HDPE.Pipe 6Kg/cm2 |
| 31 | 63 MM dia HDPE.Pipe 6Kg/cm2 |
| 32 | Item No.4:-Lowering laying and jointing with P.V.C. 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) |
| 33 | 90MM dia H.D.P.E. Pipe 6 Kg/cm2 |
| 34 | 75 MM dia H.D.P.E. Pipe 6 Kg/cm2 |
| 35 | 63 MM dia H.D.P.E. Pipe 6 Kg/cm2 |
| 36 | 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 |
| 37 | 80 MM dia G.I.pipe |
| 38 | 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 |
| 39 | 80 MM dia G.I.pipe |
| 40 | 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. |
| 41 | 80 mm dia. Sluice valvePn-1.0 |
| 42 | 65 mm dia. Sluice valvePn-1.0 |
| 43 | 50 mm dia. Sluice valvePn-1.0 |
| 44 | 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. |
| 45 | 80 mm dia. Sluice valvePn-1.0 |
| 46 | 65 mm dia. Sluice valvePn-1.0 |
| 47 | 50 mm dia. Sluice valvePn-1.0 |
| 48 | 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. |
| 49 | SUB ESTIMATE NO- 4: NAME BOARD |
| 50 | 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. |
| 51 | SUB ESTIMATE NO- 5: TRAIL RUN |
| 52 | 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. |
| 53 | SUB ESTIMATE NO- 6: SOLAR PUMP |
| 54 | Item No.1:- Designing, supplying, installing, Testing & commissioning of SPV water pumping system with required accessories as per following. |
| 55 | Pump set 10 HP |
| 56 | 1. Solar panel with stand |
| 57 | 2. Controller |
| 58 | 3.Protestion |
| 59 | 4.Battery based back up |
| 60 | 5.Sufficient size & length of cable |
| 61 | And with comprehensive contract for 5 years |
| 62 | SUB ESTIMATE NO- 7: CHAIN LINK FENCING |
| 63 | Item No.1 : Excavation for foundation/pipe trenches in earth,soils of all types sand gravel and soft murum including removing the excavated material up to ditance of 50 M and lifts as below stacking and spreading as directed normal dewatering,preparing the bed for foundation and excluding backfilling etc complete |
| 64 | Item No.2 : Providing laying in situ following grades of trap/grinite/quartzite metal for foundation and bedding including dewatering form work compacting and curing finishing etc.complete |
| 65 | a) M-150 |
| 66 | Item No.3:- Footing - Providing & laying in situ C.C. of trap granite/Quartzite/ gneiss metal for approved qualityfor RCC work in foundation like raft, grillage, strip foundation & footing of RCC columns and stanchions including normal dewatering, plywood form work, compaction, finishing & curing ect. complete. |
| 67 | M-200 |
| 68 | Item No.4 :- Column- Providing & casting in situ C.C. of trap granite/Quartzite/ gneiss metal of approved qualityfor RCC work as per detailed drawing & design or as directed by engineering in charge including normal drawing, centering, form work, compaction finishing the formed surfaces with CM 1 : 3 sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if special finish is to be provided & curing etc. complete. RCC M 200 |
| 69 | M-200 |
| 70 | Item No.5 : Providing Providing laterite stone masonry in cement mortar 1:6 in superstructure including racking out joints where plastering is to be done watering and scaffolding complete. (Laterite stone six sides cut and thickness of mortar joints shall be 12mm max.) |
| 71 | Item No.6 : Providing flush grooved pointing with cement mortar 1:3 for stone masonary including scaffolding and curing complete |
| 72 | Item No.7 : Providing and erecting chain linkfencing1.6M.height withG.I.chainlinkofsize 50x50mm8guagethick andfixed75mmabove Ground level on vertical M.S Angleof40x40x6mm sizeincludingexcavating pitsforfoundationand embeddedinC.C.blockof 1:4:8 mix of size 450 x 450 x670mm.at1.75M.c/c withironbar16mmdiaas holdfastincludingwelding linkwithangleframeat30 cmc/cwithnutsandbolts andhorizontalM.S.Angles attopandbottomof25x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mmAnglesbothsidesat everycornerorbends embeddedinconcrete blocks of 1:4:8 of size 450 x 450x670mmincluding3 coatsofoilpaintingetc. complete. |
| 73 | Item No. 8: Providingandfixingmild steelgrillgatewithangle iron frame 65 mm x 65 mm x10mmwithironbarsat 150mmC/Canddiagonal flatsasperthedetailed drawingincludinghinges, pivotblockslocking arrangementwelding, revetting with oil painting in threecoatsofapproved colourshade. |
| 74 | GST 12% |
AI Tender Summary
Tender Timeline
Jun 30, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 06, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 08, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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