Construction / Retrofitting Of Pipe Water Supply Scheme At Chanchalii, Tal. Koregaon, Dist- Satara
Tender Value
34.75 Lakhs
Estimated cost
Bid Submission
22 Jul 2022
0 days left
EMD
34757
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 / Retrofitting Of Pipe Water Supply Scheme At Chanchalii, Tal. Koregaon, Dist- Satara
BOQ
| Sl. No. | Item Description |
| 1 | Name of Subwork:-Pumping Machinary (7.50 HP Submersible) |
| 2 | 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 fopr various delivery head and discharge with stainless steel shaft.Motor suitable for working on 415 V+/- 10%, Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraullc thrust.The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"sdesign.Antithrust stream lined non return valve shall be provided with the pump 3 m. Submersible copper conductor cable, in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump. |
| 3 | 7.50 HP Submersibale Pump MJP Mech- DSR-2021-22 |
| 4 | Item No. 2 :- Pressure Gauge -Providing Errecting 150 mm dia diaphram type specially designed for swage pumpingPressure Gauge of various capacities |
| 5 | Item No.3 :- GI Pipe B class80mm- Providing ISI mark GI Pipe of following class and dia including all local and central taxes, octroi, inspection charges transportation to stores etc. complete (IS- 1239-2004) |
| 6 | Item No. 4 :- GI Bend B class 80 mm- Providing ISI mark GI Bend of following class and dia including all local and central taxes, octroi, inspection charges transportation to stores etc. complete (IS- 1239-2004) |
| 7 | Item No. 5 :- MSPipes and Specials -Designing Providing, Fabricating M. S. Specialcable Tray supports, Drain pipes for D.G. Set, Pipework& items related to all other similer work incuiding cutting bending & Painting , as per detailed specification. |
| 8 | Item No. 6 :- L.T. Control Panel Board -Designing, Providing , Errecting, Testing & Commissioning with Satsfactory Test & Trial ofVarious Panel Boards as per detailed specifications. |
| 9 | 1) GI sheet fabricated box for panel board 16 gauge1.6 mm |
| 10 | 2) Self Locking arrangement |
| 11 | 3) Marine water proof plywood 12 mm |
| 12 | 4) ELCB as per 63 Amp/4 pole |
| 13 | 5) Volt Meter |
| 14 | 6) Ammiter |
| 15 | 7) Capacitor polypropylene condenser(HP x 1.5) |
| 16 | 8) Pilot Lamp Set 3 lamp set |
| 17 | 9) L.T. switchFASD Starterstar Up to 7.50Hp |
| 18 | 10) Triple pole clad / metal clad switch 63 Amp 10 HP |
| 19 | 11) Iton meatclad change over switch 63 Amp |
| 20 | 12) Earthing plate |
| 21 | Item No. 7:- Submersible cable -Submersible cable 3 Core 2.50 Sq.mm Cable |
| 22 | Rising Main ( RM -1 90 mm dia HDPE 8 kg/cm2 Pipe- 925m ,RM -2 90 mm dia HDPE 8 kg/cm2 Pipe- 1260m & 80mm GI Pipe -50 m) Total- 2235M |
| 23 | Providing & supplying in standard lengths ISI marks regid unplasticised PVC/ GI 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. |
| 24 | 90 mm dia HDPE 8 kG/cm2 Pipe |
| 25 | 80 MM DIA. GI Pipe |
| 26 | Item No. 2 |
| 27 | Providing ISI standard PVC / GI specials suitable for above pipes including all material & labour cost including all taxes and duties etc complete |
| 28 | 10 % of pipe cost |
| 29 | Item No. 3 |
| 30 | Item No. 2 :- Providing and supplying Air Valves as per IS-10845 and MJP\"s standard specifications of approved make and quality of following diameters including all taxes (Central and local), railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores / site, unloding and stacking etc. complete. Air Valve Single Ball Flanged / Screwed Type - PN -1.6 |
| 31 | 20 mm dia. single ball Air Valve |
| 32 | Item No. 4 |
| 33 | 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 |
| 34 | 80 mm dia N.R.V. |
| 35 | Labour |
| 36 | Item No. 1 |
| 37 | 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 |
| 38 | Soil |
| 39 | Hard Murum |
| 40 | Item No. 2 |
| 41 | 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 |
| 42 | Soft Rock |
| 43 | Hard Rock |
| 44 | Item No. 3 |
| 45 | Filling inplinth and floors / excavated trenches with approved excavated materials from foundation in 15 to 20 cm. Layers, including waering compaction, etc. complete |
| 46 | Item No. 4 |
| 47 | Lowering, laying and jointing PVC/ GI 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. |
| 48 | 90 mm dia HDPE 8 kG/cm2 Pipe |
| 49 | 80 MM DIA. GI Pipe |
| 50 | Item No. 5 |
| 51 | Lowering, laying and fixing in proper alignment and e 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. omplete (for all class of valves). |
| 52 | 20 mm dia. single ball Air Valve |
| 53 | Item No. 6 |
| 54 | Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief valves including cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. For all class of valves |
| 55 | 80 mm dia N.R.V. |
| 56 | Item No. 7 |
| 57 | 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. |
| 58 | 90 mm dia HDPE 8 kG/cm2 Pipe |
| 59 | 80 MM DIA. GI Pipe |
| 60 | Item No. 8 |
| 61 | 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 |
| 62 | Item No. 9 |
| 63 | 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 |
| 64 | Item No. 10 |
| 65 | Item No. 10 - 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 |
| 66 | As above of 0.60 x 0.45 m internal size depth upto 0.9 m with precast RCC slab cover |
| 67 | Repairs Of R.C.C. Storage Tank |
| 68 | Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts, complete.Spec : As directed by Engineer In Charge |
| 69 | Removingtheexistingcementplasterofanythicknesswithoutcausingdustnuisanceandstacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete. |
| 70 | Providing and casting in situcement concrete M-30 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer.With natural sand.Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38. |
| 71 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Spec. No.: Bd.F.17, Page No. 306 |
| 72 | Providing internal cement plaster 20mm thick in two coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete.Spec. No.: Bd.L.4 Page No. 368 |
| 73 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping thesurface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 74 | 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 |
| 75 | 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 |
| 76 | New R.C.C. ESR Cap 10000Lit |
| 77 | 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. |
| 78 | RCC E.S.R 10000LITFor Staging height 12.00 Mtr = (10000*42.09) = 330100 |
| 79 | 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. |
| 80 | 80 mm dia G.I. Pipes MJP DSR 2021-22 |
| 81 | Item No: 3- Supplying and erectingB class G.I. Bend & Tee in position with necessary materials etc. |
| 82 | A) 80 mm dia G.I. TeeMJP DSR 2021-22 |
| 83 | B) 80 mm dia G.I. BendMJP DSR 2021-22 |
| 84 | 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 |
| 85 | 80 mm dia Sluice Valves MJP DSR 2021-22 |
| 86 | 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 |
| 87 | MJP DSR 2021-22 Item No-16 |
| 88 | Distribution System ( 90 mm-260M & 75mm- 845MHDPE 6kG/cm2 Pipe- 1105 m& 80mm to 65mm GI Pipe -48m) Total- 1153M. |
| 89 | Material |
| 90 | Item No. 1 |
| 91 | 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. |
| 92 | 90 mm dia6 kg HDPE |
| 93 | 75 mm dia6 kg HDPE |
| 94 | Item No. 2 |
| 95 | 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 |
| 96 | 80 mm dia Medium (Wt- 8.64 Kg /M) |
| 97 | 65 mm dia Medium (Wt- 6.63 Kg /M) |
| 98 | Total Cost of pipe |
| 99 | Item No. 3 |
| 100 | Providing ISI standard PVC / GI specials suitable for above pipes including all material & labour cost including all taxes and duties etc complete |
| 101 | 10 % of pipe cost |
| 102 | Item No. 4 |
| 103 | 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 |
| 104 | 80 mm dia PN 1. |
| 105 | 65 mm dia PN 1. |
| 106 | Labour |
| 107 | Item No. 1 |
| 108 | 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 |
| 109 | Soil |
| 110 | Hard Murum |
| 111 | Item No. 2 |
| 112 | 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 |
| 113 | Soft Rock |
| 114 | Hard Rock (CHISELLING) |
| 115 | Item No. 3 |
| 116 | Filling inplinth and floors / excavated trenches with approved excavated materials from foundation in 15 to 20 cm. Layers, including waering compaction, etc. complete |
| 117 | Item No. 4 |
| 118 | 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. |
| 119 | 90 mm dia6 kg HDPE |
| 120 | 75 mm dia6 kg HDPE |
| 121 | Item No. 5 |
| 122 | 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. |
| 123 | 80 mm dia Medium (Wt- 8.64 Kg /M) |
| 124 | 65 mm dia Medium (Wt- 6.63 Kg /M) |
| 125 | Item No. 6 |
| 126 | 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 |
| 127 | 80 mm dia PN 1. |
| 128 | 65 mm dia PN 1. |
| 129 | Item No. 7 |
| 130 | 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 |
| 131 | As above of 0.60 x 0.45 m internal size depth upto 0.9 m with precast RCC slab cover |
| 132 | Item No. 8 |
| 133 | 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 |
| 134 | 100 mm x 225 mm (20 kg) |
| 135 | Item No. 9 |
| 136 | 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 |
| 137 | M-150 |
| 138 | Item No. 10 |
| 139 | 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 |
| 140 | Item No. 11 |
| 141 | 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. |
| 142 | 90 mm dia6 kg HDPE |
| 143 | 75 mm dia6 kg HDPE |
| 144 | Item No. 12 |
| 145 | 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. |
| 146 | 80 mm dia Medium (Wt- 8.64 Kg /M) |
| 147 | 65 mm dia Medium (Wt- 6.63 Kg /M) |
| 148 | Miscellaneous Works |
| 149 | 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
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender