Construction Of Pipe Water Supply Scheme At Targaon, Tal. Koregaon, Dist- Satara
Tender Value
21.27 Lakhs
Estimated cost
Bid Submission
22 Jul 2022
0 days left
EMD
21277
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
koregaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Pipe Water Supply Scheme At Targaon, Tal. Koregaon, Dist- Satara
BOQ
| Sl. No. | Item Description |
| 1 | Repair OfSupply Well (Desilting Well, & Well Cover) |
| 2 | ItemNo.1: 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. (Bd-A9/261 |
| 3 | ItemNo.2: Desilting the SupplyWell, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge |
| 4 | Item No.3- Providing and laying in situ, cement concrete in M-15 of trap/ granite/ quartzite/ gneiss metal for foundationand bedding including bailing out water, formwork, compacting and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer, with natural sand.Spec. No.: Bd. E. 1 Page No. 287 |
| 5 | Item No.4 Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting complete. |
| 6 | Item No.5Providing& Fixing Criped wire G.I. mesh of size 20mm x20mm 10 gauge to iron angle frame including welding crimp mesh to angle frame and steel flat , fixing the frame in its orignal position and oil painting etc. complete (including cost of steel structure)as directed by engineer in charge. 55/21 BDW |
| 7 | Pump House Repair |
| 8 | Item No 1) dismentling Doore & Window With frameincluding stacking the material as directed with all leads, lifts, complete. Spec.No.; as Directed by Engineer inchargeB&D- 2014-15 15b/21 BDW 8 page 190 |
| 9 | Item No 2) Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts, complete.Spec : As directed by Engineer In Charge |
| 10 | ItemNo.3:ProvidingandlayinginsitufollowinggradesofC.C.Oftrap/ granite/quartzite/gneissmetal forfoundationandbeddingincludingdewatering,formwork,compactingandcuring,finishing,etccomplete. |
| 11 | (M - 150 )grade 1:2:4 |
| 12 | Item No. 4 :-- Providing and fixing M.S. door size - 2140 x 900 mm single C.R.C. sheet as per IS:513, 1986 frame of 18 guage sect 100x60x35 mm shutter single sheet of 24 guage single leaf with vertical grooves of 15mm wide and 15mm deep at distance of 45mm. The first and last ribs should be 70 mm away from vertical edge of the shutter Handles 2 Nos. fixed at a 1000 mm away from the bottom of the shutter aldrop 1 No. Tadipatti 1 No. at 850 mm from the bottom of the shutter out side and inside respectively with all the accessories. |
| 13 | Item No. 5 :-Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating/glazing with plain obscured glass pane and of approved type and quality and fixtures and fastenings, without teak wood boxing and architraves and finishing with oil painting two coats complete with guard 12mm square at 10 cm c/c. |
| 14 | Bd -T- 53 P- 509 |
| 15 | Item No 6) 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 curing complete.Spec. No.: Bd.L.4 Page No. 368 |
| 16 | Item No 7) Providing and applying washable powder distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat) etc .complete. |
| 17 | Item No 8) Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. Spec. No.: Bd.0.8 Page No. 406 |
| 18 | Pumping Machinary (5.00 HP capacity Stand-by Sub. pump) -2 Nos & Starter) |
| 19 | 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 |
| 20 | 5.00 HP Submersibale Pump PWD ELE- SSR -2021-22 |
| 21 | 2) Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. 3 Core 10.00 Sq.mm Cable |
| 22 | 3) L.T. switchFASD Starterstar 5.00 to 12.5 Hp |
| 23 | RISING MAIN ( 90 mm dia 6Kg/cm2 PVC. Pipe- 420m) |
| 24 | Item No: 1- Excavation for foundation /Pipe trenches in HardMurum including removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation and excluding back filling etc. |
| 25 | A) SoilMJP DSR 2021-22 IN0 1 +10 % |
| 26 | B) Hard Murum MJP DSR 2021-22 IN0 2 +10 % |
| 27 | C) Hard Murum & Boul. MJP DSR 2021-22 IN0 3 +10 % |
| 28 | D) Soft RockMJP DSR 2021-22IN0 5 +10 % |
| 29 | E) Hard RockMJP DSR 2021-22IN0 5 +10 % |
| 30 | Item No: 2- Providing & Supplying medium classG.I.Pipes of following dia & class including all local & cental taxes octroi inspection trasporation to stores & all cost of jointing materials of labour & giving satisfactory hydraulice testingetc. |
| 31 | 90 mm dia 6Kg/cm2 PVC Pipe |
| 32 | 80 mm dia GIPipes |
| 33 | Item No: 3- Lowering laying and jointing P.V.C.Pipes / G.I. Pipes of medium class including conveyance from stores to site all labour giving satisfactory hydraulice test etc. |
| 34 | 90 mm dia 6Kg/cm2 PVC Pipe |
| 35 | 80 mm dia GIPipes |
| 36 | Item No: 4- Hydraulic teting of G.I. Pipes line to specified pressure including cost of all materials and labour and water for testingfor the length up to 1 Km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipment etc. |
| 37 | 90 mm dia 6Kg/cm2 PVC Pipe |
| 38 | 80 mm dia GIPipes |
| 39 | Item No: 5- Providing & fixing Air Valves Sluice Valves ,Non Return Valves including all central and local taxes transporatation all labour materials & giving satisfactory hydraulice tstingetc |
| 40 | A) 20 mm dia Air Valves MJP DSR 2021-22 +10% |
| 41 | B) 80 mm dia Non Return Valves MJP DSR 2021-22 +10% |
| 42 | Item No: 7- Providing and constructing B.B. Masonary valves Chamber with 15 cm thick 1:3:6 proporting P.C.C. bedding excluding excavation B.B. Masonary in c.m. 1:5 proportion precast R.C.C. frame and cover etc. complete as directed by Engineer in charge etc. 60 x 0.45 x 120 cm |
| 43 | Item No: 8- Providingand laying insitu cement concrete of grade ( M-150 ) 1:2:4 of trap/ granite /quartizite/geniss metal for foundation and bedding including dewatering formwork compacting and curing etc. |
| 44 | Item No: 9- Providingand fixigM.S.flanges as directedetc. |
| 45 | Item No: 9- Providingand fixigM.S.flanges as directedetc. |
| 46 | A) 80 mm dia G.I. BendMJP DSR 2021-22 +10% |
| 47 | B) 80 mm dia G.I. TeeMJP DSR 2021-22 +10% |
| 48 | Item No: 11- Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard materials in 15 cm laters with all leads and lifts including consolidation surcharging etc. |
| 49 | GSR, SUMP & WT PLANT REPAIR WORK (Plaster, Railing & Paint) |
| 50 | Item No: 1-Providinginternalcementplaster12mm thickinsinglecoatincementmortar1:3without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc.complete. |
| 51 | Item No: 2-Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete |
| 52 | MJP DSR 2021-22 |
| 53 | Item No: 3-Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. Spec. No.: Bd.0.8 Page No. 406 |
| 54 | MJP DSR 2021-22 |
| 55 | Item No: 4-Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge. |
| 56 | 40 mm gauge pebbles |
| 57 | 12 mm to 20 mm gauge pebbles |
| 58 | 6 to 12 mm gauge pebbles |
| 59 | Coarse sand (from river sand at site) |
| 60 | Fine sand (from river sand at site |
| 61 | R.C.C. STORAGE TANK @ INDIRANAGAR( 10000 lit ESR 9 mt St. Ht.) |
| 62 | 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 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe .assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge. |
| 63 | RCC E.S.R For Staging height 12 Mtr = 30.01 |
| 64 | RCC E.S.R For Staging height 9.00 Mtr = 28.21 |
| 65 | RCC E.S.R For Staging height 9.00 Mtr = (28.21*10%)*10000 = 310310.00 |
| 66 | Item No: 2- Providing & Supplying medium class G.I.Pipes of following dia & class including all local & cental taxes octroi inspection trasporation to stores & all cost of jointing materials of labour & giving satisfactory hydraulice testingetc. |
| 67 | 80 mm dia G.I. Pipes MJP DSR 2021-22 |
| 68 | Item No: 3- Supplying and erectingB class G.I. Bend & Tee in position with necessary materials etc. |
| 69 | A) 80 mm dia G.I. TeeMJP DSR 2021-22 |
| 70 | B) 80 mm dia G.I. BendMJP DSR 2021-22 |
| 71 | Item No: 4- Providing & fixing Air Valves Sluice Valves ,Non Return Valves including all central and local taxes transporatation all labour materials & giving satisfactory hydraulice tstingetc |
| 72 | 80 mm dia Sluice Valves MJP DSR 2021-22 |
| 73 | Item No: 5- Providing and constructing B.B. Masonary valves Chamber with 15 cm thick 1:3:6 proporting P.C.C. bedding excluding excavation B.B. Masonary in c.m. 1:5 proportion precast R.C.C. frame and cover etc. complete as directed by Engineer in charge etc. 90 x 0.45cm |
| 74 | MJP DSR 2021-22 Item No-16 |
| 75 | Distribution System (90mm dia 4kg/cm2 PVC Pipe - 255m,75mm dia 4kg/cm2 PVC Pipe - 760m, 63mm dia4kg/cm2 PVC Pipe - 750m & GI 65mm-80m, 50mm-120m ( Total Length- 1965 m) |
| 76 | Material |
| 77 | Item No. 1 |
| 78 | Providing & supplying in standard lengths ISI marks regid unplasticised PVC pipes suitable for potabale water with sovelent cement joints including cost of coupelers as per IS specifications No 4985 /1988 including all local & central taxes, transportations, freight charges ,inspection charges, loading unloading, conveyance to the depatmental store / site & stacking the same in closed shed duly protected from sunrays and rains including cost of jointing materials i.e solvent cement etc complete. |
| 79 | 90 mm dia 4 kg PVC Pipe |
| 80 | 75 mm dia 4 kg PVC Pipe |
| 81 | 63 mm dia 4 kg PVC Pipe |
| 82 | Item No. 2 |
| 83 | Providing and supplying ISI mark GIpipes having embossed ISI Mark of following class and diameter including all taxes (Central and local), insurance, railwayfreight, unloading from railway wagon, loading into trucks, transport to departmental stores / site, unloading, stacking, inspection charges etc. complete |
| 84 | 65 mm dia Medium (Wt- 6.63 Kg /M) |
| 85 | 50 mm dia Medium (Wt- 5.16 Kg /M) |
| 86 | Total Cost of pipe |
| 87 | Item No. 3 |
| 88 | Providing ISI standard PVC / GI specials suitable for above pipes including all material & labour cost including all taxes and duties etc complete |
| 89 | 10 % of pipe cost |
| 90 | Item No. 4 |
| 91 | Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete |
| 92 | 65 mm dia PN 1. |
| 93 | 50 mm dia PN 1. |
| 94 | Labour |
| 95 | Item No. 1 |
| 96 | Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum, Hard Murumincluding removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete |
| 97 | Soil |
| 98 | Hard Murum |
| 99 | Item No. 2 |
| 100 | Excavation for foundation / pipe trenches in hard strata, and old cement and lime masonary foundation asplalt road including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete |
| 101 | Soft Rock |
| 102 | Hard Rock (CHISELLING) |
| 103 | Item No. 3 |
| 104 | Filling inplinth and floors / excavated trenches with approved excavated materials from foundation in 15 to 20 cm. Layers, including waering compaction, etc. complete |
| 105 | Item No. 4 |
| 106 | Lowering laying and jointing following PVC pipes of various classes with PVC specials of suitable diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials, labour, giving hydraulic testing as per IS codeetc. complete. |
| 107 | 90 mm dia 4 kg PVC Pipe |
| 108 | 75 mm dia 4 kg PVC Pipe |
| 109 | 63 mm dia 4 kg PVC Pipe |
| 110 | Item No. 5 |
| 111 | Lowering, laying and jointing G I. pipes and specials of following class anc diameter including conveyance from stores tc site of works, all labour, giving satisfactory hydraulic test, etc. complete eithe underground or in vertical position,as directed by Engineer-in-charge. |
| 112 | 65 mm dia Medium (Wt- 6.63 Kg /M) |
| 113 | 50 mm dia Medium (Wt- 5.16 Kg /M) |
| 114 | Item No. 6 |
| 115 | Labour charges for fixing of various valves of following nominal dia. Including cost of conveyance from stores to site of work, labour, jointing materials, giving satisfactory hydraulic test etc. complete |
| 116 | 65 mm dia PN 1. |
| 117 | 50 mm dia PN 1. |
| 118 | Item No. 7 |
| 119 | Providing and constructing B.B. Machinery Valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, exlcuding excavation, B.B. Masonry in CM 1:5 proportion precast RCC frame & cover, etc. complete ad directed by Engineer-in-charge |
| 120 | As above of 0.60 x 0.45 m internal size depth upto 0.9 m with precast RCC slab cover |
| 121 | Item No. 8 |
| 122 | Providing and fixing CI road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete |
| 123 | 100 mm x 225 mm (20 kg) |
| 124 | MJP DSR2019-20 page no 296 Item no - 5a |
| 125 | Item No. 9 |
| 126 | Providing and casting in situ cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailing out water manually formwork, compacting, roughening them if special finish is to be provided and curing and finishing if required complete |
| 127 | M-150 |
| 128 | Item No. 10 |
| 129 | Refilling the trenches with available exvavated 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 |
| 130 | Item No. 11 |
| 131 | Hydraulic testing of PVC 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 forfilling safe water using reciprocating type pumps which should be able to providespecified test pressure gauges and othernecessaryequipments, labour, operation charges, etc. required fortesting. The rate under this item shall also include cost ofretesting, if necessary and reinstating to original position. |
| 132 | 90 mm dia 4 kg PVC Pipe |
| 133 | 75 mm dia 4 kg PVC Pipe |
| 134 | 63 mm dia 4 kg PVC Pipe |
| 135 | Item No. 12 |
| 136 | Hydraulic testing of GI 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 forfilling safe water using reciprocating type pumps which should be able to providespecified test pressure gauges and othernecessaryequipments, labour, operation charges, etc. required fortesting. The rate under this item shall also include cost ofretesting, if necessary and reinstating to original position. |
| 137 | 80 mm dia Medium (Wt- 8.64 Kg /M) |
| 138 | 65 mm dia Medium (Wt- 6.63 Kg /M) |
| 139 | Miscellaneous Works ( Name Board) |
| 140 | Item No 1 -Providing and fixing Information sign board of size 1.20 x 0.75 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm. with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground, red Retro reflective sheet Engineering grade, border / letters / numerals and arrow. coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 25 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60cm x 75 cm. size as directed by Engineer-in-charge etc. complete. |
AI Tender Summary
Tender Timeline
Jul 14, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 25, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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