Tender For Chichala Kunbi Water Supply Scheme Tah Chimur District Chandrapur
Tender Value
22.52 Lakhs
Estimated cost
Bid Submission
14 Sep 2019
0 days left
EMD
22600
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chimur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Chichala Kunbi Water Supply Scheme Tah Chimur District Chandrapur
BOQ
| Name of Work: CHICHALA KUNBI WATER SUPPLY SCHEME TAH CHIMUR DISTRICT CHANDRAPUR | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SUB WORK-REPARING OF RCC WELL \nItem No. 1Providing and fixing in position M.S. ladder 0.50 m wide consisting of 75x10 mm M.S. flats. as stringers and 16mm dia M.S. bar in double rows as steps placed as 25 cm etc. including cost of material and labour involved, welding anchoring and applying 3 coast of anticorrisive paint... etc. complete as directed by Engineer-in-Charge. \n | 4.5 | Rmt | |
| 2 | 2 | Item No. 2Providing structural steel work in single st. anchoins composed of R.S.J. channel etc. with caps, bases, mild steel plates angles brackets cleast, gusset, plates, anchor bolts etc. as per detailed design & drawing or as directed by Engineer-in-Charge including, cutting, fabrication, hoisting, errecting, fixing in position, making riveted, bolted,welded connections and one coat of anticorrisive paint and over it two coats of \n oil painting etc. complete. | 1.506 | Sqm | |
| 3 | 3 | Item no 3Disilting the supply well,intake well works sump of water…etc | 117.8 | Cum | |
| 4 | 4 | Item no 4 Dewatering the excavated trenches……………..etc | 800 | Bhp/hr | |
| 5 | 5 | SUBWORK-REPAIRING OF SWITCH ROOM\nItem No.8Providing and fixing 18 guage M.S. sheet door with frame work 40x40x6mm M.S. angle including locking arrangement, holdfast including applying primer coat of red lead paint and two coats of oil paint etc. complete. | 2.1 | Sqm | |
| 6 | 6 | Item No.9Providing and fixing steel window of various sizes as per detaild drawings without got up dip zinc coating without/with ventilator including fabrication, glazing with non-acetinic /plain/obscured glass panes of approved type and quality. All fixtures and fastening without teakl wood boxing and architraves and finishing with one coat of primer complete. (Sample to be got approved from Ex. Engineer before use) | 2.16 | Sqm | |
| 7 | 7 | Item No.11Providing and fixing position M.S. ladder 0.50 M wide consisting of 75 x 10mm M.S. flats as stringers and 16mm dia M.S. bars in double rows as steps placed at 25cm c/c including cost of material and labour involved, welding,anchoring and applying 3 coat of anti corrosive paint etc. complete as directed by Engineer-in-Charge | 5 | Rmt | |
| 8 | 8 | Item No.12Providing ralling of mild steel angle of 50 mm x 50 mm x 6 mm angle section of 25mm dia GI pipe railing etc as per drawing complete. | 4.46 | Rmt | |
| 9 | 9 | Item No.13Providing internal cement plaster 12 mm thick in a single coat in cement mortar 1:4 without neeru finish to concrete or brick surface in all position including scaffolding and curing complete. Providing groove at joint of B.B. Masonry and concrete members complete. | 69 | Sqm | |
| 10 | 10 | Item No.14 Providing and applying washable oil bound distemper of approved colour and shade | 69 | Sqm | |
| 11 | 11 | SUBWORK-PUMPING MACHINARY\nItem No.1: Providing, erecting and giving test of 150 mm dia. Submersible Pump sets conforming to I.S. 8034 & I.S. 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and bronze impeller Motor suitable for working on 415 +/- 10%, 3 Ph, 50 Hz, A.C. supply, cable guard, thrust carbon/ fibre bearing to accept entire hydraulic thrust, waterproof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturer’s design. Antitrust stream lined non-return valve shall be provided with the pump. Suitable suction strainer shall also be provided. 3 core, single/double run copper conductor submersible type flat cable 3 m and 2 pairs of erection clamps shall be provided along with the pump.(E&M CSR 2018-19,It. No.PM 1-2-2, P.No 1)Pump set – 3.00 H.P., Q = 3255 Lph, H=43 Mt. | 2 | Nos | |
| 12 | 12 | Item No.2: Supplying and erecting G.I.pipe ‘‘Medium’ class in position for drop pipe for Submersible pump including plumbing with sockets & necessary material(CSR 2018-19 (Civil), It. No.1 (b), P.No77)\nDrop Pipe- 50 mm dia. G.I. ‘‘Medium’ class | 48 | Rmt | |
| 13 | 13 | Item No.3: Providing, erecting C.I.D.F. Sluice valves with jointing to pipe work (including all hardware and packing) water works quality having non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement excluding C.C. foundation/ structural steel supports.\n50 mm dia. C.I.D.F. Sluice valve (PN-1.0) | 2 | Nos | |
| 14 | 14 | Item No.4: Providing, erecting C.I.D.F. Reflux valves single door with jointing to pipe work (including all hardware and packing) water works quality with jointing to pipe without bypass arrangement with gunmetal seats excluding c.c. Foundation/ structural steel supports.\n50 mm dia. C.I.D.F. Reflux valve (PN-1.0) | 2 | Nos | |
| 15 | 15 | Item No.5:Lowering, laying and jointing in position following CIDF Reflux valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. \n50 mm dia. C.I.D.F. Reflux valve (PN-1.0) | 2 | Nos | |
| 16 | 16 | Item No.6:Supplying and erecting ‘B’ class G.I. Bend in position with necessary material. | 4 | Nos | |
| 17 | 17 | Item No.7: Supplying and erecting ‘B’ class G.I. Coupling in position with necessary material.50 mm dia. G.I. coupling ‘B’ class | 10 | Nos | |
| 18 | 18 | Item No.8: Supplying and erecting ‘B’ class G.I. screwed flange (B.S. 10 table ‘D’) in position with necessary nut bolts, washers with rubber packing.\n50 mm dia. G.I. Flange ‘B’ class | 4 | Nos | |
| 19 | 19 | Item No.9: Supplying and erecting flat flexible submersible cable with 3 core PVC insulated, PVC sheathed copper conductor.\n3 core, 2.5 Sqmm | 60 | Rmt | |
| 20 | 20 | Item No.10: Providing Panel board fabricated of M.S. sheet with T.P. Switch 32 amp 2 No, Ammeter 96 x 96 sq mm 1 No, Voltmeter 96 x 96 sq mm 1 No, Selector switch 1 No, Pilot Lampset 1 No, Single phase preventer 2 No, Mixed Di Electric Capacitor,DOL starter 12 amp 2 No, Danger board 1 No, ELCB 63 A-4 Pole 1 phase, Rubber matting, 16 SWG M.S.sheet, Change over switch 63 amp 1 No, Self locking arrangement 2 No, Marine ply wood 0.675 Sqm, 10 kg Iron work including cutting, bending, drilling, welding, cleaning, derusting and painting with one coat of red lead paint and two coats of enamel paint. | 1 | Nos | |
| 21 | 21 | Item No.11:Supplying and erecting galvanized cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1.5 m below ground level with 30 kg Charcoal and Salt in alternate layers, Necessary length of double G.I. earth wire 8 SWG connected to plate with cadmium plate, G.I. nut bolts 12 mm dia. with bituminous compound and run through 12 mm dia. G.I. pipe 3 m long, remaining portion of G.I. wire from surface of earth to switch gear in PVC pipe upto accessible height duly sealed at both ends by bituminous compound complete to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results and including supplying & erecting 19 mm dia. Vertical G.I. pipe 1.5 m long with funnel and mesh at top. | 1 | Nos | |
| 22 | 22 | Item No.12:Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete. | 0.54 | Cum | |
| 23 | 23 | Item No.13: Electrification of Switch Room including all material and labour cost and as directed by Engineer-in-charge…..etc Complete. | 1 | Job | |
| 24 | 24 | SUBWORK-RISING MAIN\nItem No. 1 Providing in supplying in standard length ISI mark rigid uncplaticide PVC pipes suitable for potable water with suffering joints including cost of couplers as per IS specification No. 4985/1988 including central & local taxes transportation, freight charges inspection sharges loading unloading convence to the departmental stores/site & 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 ) Category 1 : Jain pipes , finolex pipes/ supreme pipes) \n90mm dia PVC 6kg/m2 | 830 | Rmt | |
| 25 | 25 | Add 10% for special | 1 | Job | |
| 26 | 26 | Item No. 2 Providing and errecting I.S.I. mark C.I.D.F. sluice valves and butterfly valves of following dia including all taxes (central & local) railway freight inspection charges, unloading from railway wagon loading into truck, transportation upto departmental stores, unloading stacking etc. complete. \n80 mm dia sluice valve | 1 | Nos | |
| 27 | 27 | 80 mm dia NRV valve | 1 | Nos | |
| 28 | 28 | Item No. 3 Providing and supplying Kinetic double orifice type air valves as per MJP standard specification combined with screw down isolating valve small orifice elastic bally resting on a gun metal orifice nipple large orifice vulcanite ball seating on moulded seal ring intel face and drilled including, third party inspection charges loading, unloading transportation upto departmental store /site etc. complete. \nQty=50 mm dia Kinetic Air Valve=2 No. | 2 | Nos | |
| 29 | 29 | Item No. 4Excavation for foundation /pipe trenches in earth, soils of all types, sand, gravel & soft murum including removing the excavated material upto a distance of 50 meters and lifts as below stacking and spreading as directed normal dewatering preparing the bed for foundation and excluding back filling etc. complete. | 348.6 | cum | |
| 30 | 30 | Item No.5Excavation for foundation /pipe trenches in hard murum including removing the excavated material upto a distance of 50 meters beynod the area and lift as below stacking and spreading as directed by Engineer-in-Charge normal dewatering, preparing the bed for foundation excluding back filling etc. complete. | 87.15 | Cum | |
| 31 | 31 | Item No.6Excavation for foundation /pipe trenches in hard murum & boulder WBM road including removing the excavated material upto a distance of 50 meters beynod the area and lift as below stacking and spreading as directed by Engineer-in-Charge normal dewatering, preparing the bed for foundation excluding back filling etc. complete. | 87.5 | Cum | |
| 32 | 32 | Item No.7Excavation for foundation /pipe trenches in soft rock and old cement and lime masonary foundation as phlat road including removing the excavated material upto a distance of 50 meters beynod the area and lift as below stacking and spreading as directed by Engineer-in-Charge normal dewatering, preparing the bed for foundation excluding back filling etc. complete. | 58.1 | Cum | |
| 33 | 33 | Item No. 8Lowering, laying & Jointing with PVC pipes and special including cost of conveyance from stores to site of work, including cost of all labour material except cement solvent, rubber ring giving satisfactory hydraulic testing as per IS code etc. complete. (with cement solvent Joints.) | 830 | Rmt | |
| 34 | 34 | Item No. 9Providing laying Air valve shaft | 2 | Nos | |
| 35 | 35 | Item No. 10Lowering laying & fixing in proper alignment and position all types of C.I. Air Valves as directed by Engineer-in-Charge including cost of convence from store to site of work, cost of all material and giving satisfactory hydraulic testing etc. complete. \n50mm dia Kinetic Air Valve | 2 | Nos | |
| 36 | 36 | Item No. 11Lowering laying & joiting in position following C.I.D.F. reflux valves, Buterfly valves and sluice valves including cost of all material including but bolts and giving satisfactory hydraulic testing etc. complete. \nQty = CIDF S.V.& NRV 80 mm dia = 3No. | 2 | Nos | |
| 37 | 37 | Item No. 12Providing and supplying ISI standard C.I. Flanged special etc. | 100 | kg | |
| 38 | 38 | Item No. 13Providing and laying in situ following grades of C.C. of trap /granite/quartizite /gneiss metal for foundation and bedding including dewatering formwork compaction and curring finishing etc. complete. M-150 | 9.45 | Sqm | |
| 39 | 39 | Item No. 14Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads & lifts including consolidation surcharging etc. | 551.95 | Cum | |
| 40 | 40 | Item No. 15Providing and laying ISI marks G.I. Pipes of following class and dia iincluding all local and central trades, actroi , inspection charges transportation to stores etc. complete. Without third party. \n80 mm dia G.I Pipe Medium | 20 | Rmt | |
| 41 | 41 | Add 10% for specials | 1 | Job | |
| 42 | 42 | Item No. 16Providing and constructing B.B. masonary valves chamber with 15cm thick 1:3:6 proportion P.C.C. bedding additional excavation B.B. masonary in C.M. 1:5 cm thick precast R.C.C. frame and cover etc. complete as directed by Engineer-in-Charge . | 2 | Nos | |
| 43 | 43 | SUBWORK-RCCESR\nItem No. 1Designing (asetically) 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 ESR having capacity upto 500cum and not more than 6m c/c for ESR 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 of the surplus stuff within a lead of 50 meters all labour and material charges including lowering, laying, erecting hoistig and jointing of pipe assembly of inlet, oulet, washout, overflow and bypass arrangement as per departmental design providing and fixing accessories such as M.S. ladder, C.I. Manhole indicators, lightening conductor, G.I. Pipe railiing arounf walk way and top slab , providing spiral stair case from ground level to roof level , M.S. grill gate of 2 mtr height with locking arrangement of approved design B.B. masonary 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 anti termite tratment 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 direction of Engineer-in-Charge.\nCost of 40000 Litre Capacity ESR | 1 | Nos | |
| 44 | 44 | Item No. 2\nProviding and supplying ISI standerd C.I. Double flanged pipes etc.80mm dia\n | 54 | Rmt | |
| 45 | 45 | Item No. 3Providing and supplying double flianged short body pattern type manually operated Buterfly valve having body disk and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubble faced ring secured on disc by retaining ring with stainless still screw stub shaft of stainless steel riding in reflon bearings excluding C.C. foundation /structural steel supprot conforming to IS 13095-1991 80 mm dia | 3 | Nos | |
| 46 | 46 | Item No. 4Providing and supplying ISI standard Ci flanged/ S & S special including all taxes etc. complete. | 150 | kg | |
| 47 | 47 | SUBWORK-DISTRIBTION SYSTEM\nItem No. 1 Providing and supplying in standard length I.S.I. Mark rigid unplasticied P.V.C. pieps suaitable for portable water with solvent cement joints including cost of couplers as per ISI specification No. 4985/1988 including all local and central taxes transportation, freight charges, octroi, inspection charges, loading, unloading conveyance to the departmental stores and including cost of jointing materials i.e. solvent shall be provided with each full length pipe cost of which is including rates below.) Category 1 :- Jain pipes / finolex pipes /supreme pipes) \n90 mm dia P.V.C. x 4kg/cm2 | 90 | Rmt | |
| 48 | 48 | 75 mm dia P.V.C. x 4kg/cm2 | 1100 | Rmt | |
| 49 | 49 | Add for special 10% | 1 | Job | |
| 50 | 50 | Item No. 2 Providing, erecting, connecting, double flanged short body pattern type manually operated butterfly valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF-200 generally conferming in B.S. 5155 Synthentic rubber face ring secured on disc by retaining ring with stenless steel riding if teflon bearing excluding C.C. foundation /structural steel support sonferming to IS 13095-1991 65 mm dia | 2 | Nos | |
| 51 | 51 | Item No. 3Excavation for foundation/pipe trenches in earth soils of all types, sand., gravel, and soft murum, including removing the excavated material up to a distance of 50 metrs and lifts as below stacking and spreading as directed. Normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. | 416.5 | Cum | |
| 52 | 52 | Item No. 4Excavation for foundation/pipe trenches in hard murum including removing the excavated material upto a distance of 50m. Bynod area and lifts as below, stacking as directed by Engineer-in-Charge. Normal dewatering prearing the bed for foundation and excluding back filling etc. complete. | 249.9 | Cum | |
| 53 | 53 | Item No. 5Excavation for foundation/pipe trenches in hard murum and boulders WBM road including removing the excavated material upto a distance of 50m.beynod area and lifts as below,stacking as directed by Engineer-in-Charge, Normal dewatering praparing the bed for foundation and excluding back filling etc. complete. | 83.3 | Cum | |
| 54 | 54 | Item No. 6Excavation for foundation/pipe trenches in Soft rock and old cement and old cement and lime masonary foundation as phalt road including removing the excavated materials upto a distance at 50m. Beyond area and lifts as below stacking as directed by Engineer-in-Charge, Normal dewatering praparing the bed for foundation and excluding back filling etc. complete. | 41.65 | Cum | |
| 55 | 55 | Item No.7Excavation for foundation/pipe trenches in hard rack and concrete road by chiselling and wedging line drilling by mechanical means including removing the excavated materials upto a distance at 50m. Beyond area and lifts as below stacking as directed by Engineer-in-Charge, Normal dewatering praparing the bed for foundation and excluding back filling etc. complete. | 41.65 | Cum | |
| 56 | 56 | Item No. 8Lowering, laying and jointing P.V.C. pipes and specials of following class and diameteres including cost of convence from stores to site of work including cost of all labour, material, except cement colvent, giving satisfactory hydraulic testing as per IS code etc. complete. \nA) 90 mm dia P.V.C. x 4 kg2 | 90 | Rmt | |
| 57 | 57 | B) 75 mm dia P.V.C. x 4 kg2 | 1100 | Rmt | |
| 58 | 58 | Item No. 9Lowering, laying and jointing in position following C.I.D.F. retha valve, sluice valve including cost of labour, material, including nut bolts and giving satisfactory hydraulic testing as per IS code etc. complete. 65 mm dia | 2 | Nos | |
| 59 | 59 | Item No. 10Providing and constructing B.B. masonary valves chamber with 15cm thick 1:3:6 proportion P.C.C. bedding additional excavation B.B. masonary in C.M. 1:5 cm thick precast R.C.C. frame and cover etc. complete as directed by Engineer-in-Charge . | 2 | Nos | |
| 60 | 60 | Item No. 11Refilling the trenches with available excavated stuff with soft material first over pipe line and Hard material in 15 cm. Layers with all leads and lifts including consolidation, surcharging etc. complete | 833 | Cum | |
| 61 | 61 | Item No. 12Providing and laying ISI marks G.I. Pipes of following class and dia iincluding all local and central trades, actroi , inspection charges transportation to stores etc. complete. Without third party. 80 mm dia G.I Pipe Medium | 24 | Rmt | |
| 62 | 62 | Qty = 65 mm dia G.I Pipe Medium = 20 M. | 24 | Rmt | |
| 63 | 63 | Add 2.5% for specials | 1 | Job | |
| 64 | 64 | Item No. 13Lowering and laying ISI marks G.I. Pipes of following class and dia iincluding all local and central trades, actroi , inspection charges transportation to stores etc. complete. Without third party. 80 mm dia G.I Pipe Medium | 24 | Rmt | |
| 65 | 65 | 65 mm dia G.I Pipe Medium | 24 | Rmt | |
| 66 | 66 | Item No. 14Providing and laying in situ following grades of C.C. of trap /granite/quartizite /gneiss metal for foundation and bedding including dewatering formwork compaction and curring finishing etc. complete. M-150 | 9.675 | Cum | |
| 67 | 67 | Miscellenious work\nItem No. 1 Provision for horizontal bore | 75 | Rmt | |
| 68 | 68 | SUBWORK TRIAL RUN\nCommissioning, running and maintaining the scheme to quantities, rated capacity including managing valveman etc. as per requirements of the scheme and who should also administrative chemical dose for a period of 3 month including cost of all labour as directed by Engineer-in-Charge Note :- Required chemicals to be supplied by department free of cost and electricity bill will also be paid by the department. | 1 | Qtr |
AI Tender Summary
Tender Timeline
Sep 09, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 16, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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