tender for Water Supply Scheme At.Shivani Kotal Tq.Nilanga Dist.Latur
Tender Value
50.33 Lakhs
Estimated cost
Bid Submission
16 Aug 2022
0 days left
EMD
50331
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
nilanga → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Water Supply Scheme At.Shivani Kotal Tq.Nilanga Dist.Latur
BOQ
| Sl. No. | Item Description |
| 1 | ESTIMATE FOR PERCOLATIONWELLExcavation in general in hard material in wet or dry condition for Head Works i.e. Intake well, connecting pipe, Jack well, pump house, supply well, etc for lift 0 to 1.5 m and lead of 150 M including barricading gurading, disposing off surplus excavated stuff,etc complete.(M.J.P. C.S.R.. 2021-22 I.NO.11aP.No.44 ) For Head Works in Nalla or other side e) Lift 12.00 to 13.50 m. |
| 2 | k) Lift 13.50 to 15.00 m. |
| 3 | l) Lift 15.00 to 16.50 m. |
| 4 | l) Lift 16.50 to 18.00 m. |
| 5 | l) Lift 18.00 to 19.50 m. |
| 6 | l) Lift 19.50 to21.00 m. |
| 7 | Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite / quartzite / gneiss metal for foundation and bedding including dewatering form work, compacting and curing. Finishing etc. complete with initial lift of 1.5 m. below / above ground level |
| 8 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement). In RCC M-200 Ringbeam @ legde level |
| 9 | Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted excluding M.S, or Tor reinforcement) For RCC M-200 grade Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase A) Vertical staining wall of well M 200 |
| 10 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footing, foundation, slabs, beams, columns, canopies staircases. Newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, der 0.75% of Concrete Qty |
| 11 | Providing structural steel work in rolled sections like joists channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats ISMB 200 x 100ISMB 250 x 125 For pump Foundation |
| 12 | Dewatering the exavated trenches and pools of water in the building trenches/ pipeline trenches, well work by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge ( including cost of machinary,labour,fuel ) etc.complete. |
| 13 | Providing and fixing in position C. I. Dapuri steps or 22 mm dia M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paintetc complete as directed by Engineer-in-charge. |
| 14 | Providing, and fixing 80 mm dia A.C. / P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts etc. complete with all leads and lifts. |
| 15 | Filling Boulders with boulders around the wel staining in 15 cm layers with all leads and lifts including consolidation,surcharging etc.complete. |
| 16 | Providing and fixing M.S. chaqquarred plate flooring of 8mm thinckness supported on M.S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by engineering charge |
| 17 | Providing and fixing G.I. Pipe railing having 1.0 M height consisting50 X 50 X 6 mm thick M S angles as verticals at 1.5 m c/c and additional posts at every corner with 2 rows of 25 mm dia G I pipes of medium class variety as horizontal and painting 3 coats of oil paint over one coat of anti corrosive paint of approved colour and shade, includeing labour ,transporting ,bends to curved shape .complete |
| 18 | Carrying out recuperation/ yield test for ascerting the discharge of constructed well/ excavated profile as directed by engineer in charge the test carried out by drawing down nater from the well/ profile below normal subsoil water level/ subsoil water level in the well/ profile as well as strainer/ suction level at pump as per dosign of W.S. Scheme shall be recorded prior to the test including cost of all materials over head, labour as per technical circular No. 2597 dt 20/11/97 and shall be carried out for 7 days |
| 19 | Name of Sub work No- 3Switch RoomNear percolation wellItem No. 1 :-Excavation for foundation/pipe trenches in earth,soils of all types,sand, gravel and soft murum,including removing the excavated material upto adistance of 50metres and lifts as below,stacking and spreadingas directed,normal dewatering,preparing the bed for foundation and excluding back filling, etc. complete |
| 20 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 21 | Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite / quartzite / gneiss metal for foundation and bedding including dewatering form work, compacting and curing. Finishing etc. complete with initial lift of 1.5 m. below / above ground level |
| 22 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Excluding M. S. orTor Reinforcement |
| 23 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Excluding M. S. orTor Reinforcement |
| 24 | Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) |
| 25 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted ) |
| 26 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 27 | Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 in SUPERSTRUCTER as backing with composite masonry including bailing out water manually, striking joints, raking out joints and watering complete.Refn. No. : Bd.G.3 Sr. No. 817PWD S.S.R. I.No. 27.03P.No. 246 |
| 28 | Plinthbeam to bottam of roof beam |
| 29 | Filling Boulders with boulders around the wel staining in 15 cm layers with all leads and lifts including consolidation,surcharging etc.complete. |
| 30 | Providing & fixing steel window and door of various sizes as per detailed drawings fabricated from I.S. standerd sections without hot dip zinc coating without /with ventilators including fabrication , glazing with non acetinic / plain / obscured glass panels of approved type and quality of fixtures and fastening without teak wood boxing, and architraves and finishing with one coat of primer complete. with guard bars 12 mm square bar 10 cm . centre to centre. PWD S.S.R. I.NO. 1137/39.20 P.No.309 |
| 31 | Providing and fixing in position mild steel door/ window shutters including mild steel angle frame of size 50X 50X 5 mm. for fixing mild steel sheet 24 gauge including welding fixing to frame and all necessary fixtures including electrostatic powder coating etc. complete.PWD S.S.R. I.No. 1152/39.35P.No. 313 |
| 32 | Providing internal cement plaster 12 mm. thick in a single coat in cement morter 1:3 without neeru finish to concrete surface in all positions inculding scffolding and curing complete. |
| 33 | Providing internal cement plaster 12 mm. thick insingle coat in cement morter 1:3 without neeru finish toto concrete or brick surfaces,in all positions inculding scffolding and curing complete. |
| 34 | Rifilling |
| 35 | Providing internal cement plaster 40 mm. thick insingle coat in cement morter 1:2:4 without neeru finish toto concrete or brick surfaces,in all positions inculding scffolding and curing complete. |
| 36 | Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc.complete. |
| 37 | Provinding and applying three coats of water proof cement paint of approved manufacture and approved colour to the plastered surfacesincluding scaffolding if necessary, cleaning and preparingthe surface watering for two days complete. |
| 38 | PUMPING MACHINERY ON WELL AT-SHIVNI KOTALTQ.NILANGA Item No1:- 150mm dia Sub pump set.Providing, erecting and giving test of5 HP/ upto08 Stage 150 mm dia Sub pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump sheel be suitable for various delivery head and discharge with stainless steelshaft. Motor suitable for working on 415(+/-)10% volt 3 ph 50 c/s a.c. supply ,thrust corban bearing with stand entire hy .thrust. pump set shall be direct coupling with suitable strainer .pump should havesuitable discharge out late as per manufacture design .antithrust stream lined non return valve shallbe provided with pump 3mtr submersible copper conductor cable in single /double run, two pairs erection clamp 32 mm wx10mm thickshall be provided with pump.Q-LPH; H- M (MJP Mech. CSR page no. 1 item No pm 1-2-3 ) |
| 39 | Item No. 2a:- 50 mm dia G.I.pipe.providing and errecting ISI mark,heavyclass,50 mm dia G.I. pipewith both end threaded &oneend B class socket. (MJP /Civil DSR page no82&83 item no SEC I-(III)1C(vi)&SEC I-(vi)2C(vi) |
| 40 | Item No. 2b :-50 mm dia G.I. Couplingproviding and errecting ISI mark,heavyclass,-50 mm dia G.I. Coupling with both end threaded &oneend B class socket. |
| 41 | Item No. 3a:- 50 mm dia G.I.Bend. providing and errecting ISI mark, B class, 50mm dia G.I.BendwithB class socket(MJP /Mech.DSR page no 11 item no pw 1-4) |
| 42 | Item No.4:- Flat flexible sub cableproviding and errectingflat flexible submersible cable with copper conductor 3 core , pvc insulated & pvc sheathed cable wire.size : 4 sq mm(motor to panel board). for 3hp double run(PWD electrical DSR page no 218 / 12-4-9) |
| 43 | Item No.5:- Armoured cable.providing and errectingAluminium conductor, XLPE / PVC insulated Armoured cable 3.5 or 4core cable size 16 sq mm(PWD electrical DSR page no125 / 7-1-11) |
| 44 | Item No6:- C.I. flanges. providing and errecting ISI mark,75/80 mm dia C.I. flanges with nut ,bolt &washer (PWD electrical DSR page no 244 / 16-6-29) |
| 45 | Item No.7:- Rain Prinventive box.providing , errecting Box type Rain Prinventive box size=1.5X1X0.35& 16SWG with lock arrangement A( panel box)=5sqmtr (PWD electrical CSR p. no. 112 / 6-1-2) |
| 46 | Item No8:- plywood . providing , errectingplywood19mmthickness fixed to angle frame with necessary material( PWD electrical DSR p. no.112 / 6-1-14) |
| 47 | Item No. 9:- Angle frame.providing , errecting & fabrication ofangle framefor panel support ( PWD electrical CSR p. no. 113 / 6-1-19) |
| 48 | Item No. 10:- Fuse bridge.providing , errecting H C pattern porcelain fuse bridge with base and H C fuse links 415/ 500 volt, 63Amp.capacity( PWD electrical DSR p. no107 / 5-10-3) ) |
| 49 | Item No.11:- DOL /FASD Starter.providing & errectingDOL /FASD starterto operate squirrel cage induction motor working on 380-440 volt, 3 phase,50 c/s with no volt coil and over load Relay (range 30 Amp )with nacassary material and connected to supply, etc completed.for Up to 7.5 hp capacity(MJP Mech. CSR page no27 / LG1-1) |
| 50 | Item No.12:- Sluice Valve 80 mm dia. providing & errecting in position Sluice Valve-80mm dia and class including necessary jointing accessories (flanges, nut, bolts and rubber packing) as per the specification.(MJP /Civil DSR page no132&135 item no SECXII-2a(iv)&4(iv) |
| 51 | Item No. 13:- RefluxValve 80mm dia. providing & errecting in position RefluxValve 80mm dia and class including necessary jointing accessories (flanges, nut, bolts and rubber packing) as per the specification.(MJP /Civil DSR page no 131&135 item no SECXII-1a(iv)&4(iv) |
| 52 | PUMPING MACHINERY ON WELL AT-SHIVNI KOTALTQ.NILANGA Item No1:- 150mm dia Sub pump set.Providing, erecting and giving test of7.5 HP/ upto08 Stage 150 mm dia Sub pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump sheel be suitable for various delivery head and discharge with stainless steelshaft. Motor suitable for working on 415(+/-)10% volt 3 ph 50 c/s a.c. supply ,thrust corban bearing with stand entire hy .thrust. pump set shall be direct coupling with suitable strainer .pump should havesuitable discharge out late as per manufacture design .antithrust stream lined non return valve shallbe provided with pump 3mtr submersible copper conductor cable in single /double run, two pairs erection clamp 32 mm wx10mm thickshall be provided with pump.Q-LPH; H- M (MJP Mech. CSR page no. 1 item No pm 1-2-3 ) |
| 53 | Item No. 2a:- 50 mm dia G.I.pipe.providing and errecting ISI mark,heavyclass,50 mm dia G.I. pipewith both end threaded &oneend B class socket. (MJP /Civil DSR page no82&83 item no SEC I-(III)1C(vi)&SEC I-(vi)2C(vi) |
| 54 | Item No. 2b :-50 mm dia G.I. Couplingproviding and errecting ISI mark,heavyclass,-50 mm dia G.I. Coupling with both end threaded &oneend B class socket. |
| 55 | Item No. 3a:- 50 mm dia G.I.Bend. providing and errecting ISI mark, B class, 50mm dia G.I.BendwithB class socket(MJP /Mech.DSR page no 11 item no pw 1-4) |
| 56 | Item No.4:- Flat flexible sub cableproviding and errectingflat flexible submersible cable with copper conductor 3 core , pvc insulated & pvc sheathed cable wire.size : 4 sq mm(motor to panel board). for 3hp double run(PWD electrical DSR page no 218 / 12-4-9) |
| 57 | Item No.5:- Armoured cable.providing and errectingAluminium conductor, XLPE / PVC insulated Armoured cable 3.5 or 4core cable size 16 sq mm(PWD electrical DSR page no125 / 7-1-11) |
| 58 | Item No6:- C.I. flanges. providing and errecting ISI mark,75/80 mm dia C.I. flanges with nut ,bolt &washer (PWD electrical DSR page no 244 / 16-6-29) |
| 59 | Item No.7:- Rain Prinventive box.providing , errecting Box type Rain Prinventive box size=1.5X1X0.35& 16SWG with lock arrangement A( panel box)=5sqmtr (PWD electrical CSR p. no. 112 / 6-1-2) |
| 60 | Item No8:- plywood . providing , errectingplywood19mmthickness fixed to angle frame with necessary material( PWD electrical DSR p. no.112 / 6-1-14) |
| 61 | Item No. 9:- Angle frame.providing , errecting & fabrication ofangle framefor panel support ( PWD electrical CSR p. no. 113 / 6-1-19) |
| 62 | Item No. 10:- Fuse bridge.providing , errecting H C pattern porcelain fuse bridge with base and H C fuse links 415/ 500 volt, 63Amp.capacity( PWD electrical DSR p. no107 / 5-10-3) ) |
| 63 | Item No.11:- DOL /FASD Starter.providing & errectingDOL /FASD starterto operate squirrel cage induction motor working on 380-440 volt, 3 phase,50 c/s with no volt coil and over load Relay (range 30 Amp )with nacassary material and connected to supply, etc completed.for Up to 7.5 hp capacity(MJP Mech. CSR page no27 / LG1-1) |
| 64 | Item No.12:- Sluice Valve 80 mm dia. providing & errecting in position Sluice Valve-80mm dia and class including necessary jointing accessories (flanges, nut, bolts and rubber packing) as per the specification.(MJP /Civil DSR page no132&135 item no SECXII-2a(iv)&4(iv) |
| 65 | Item No. 13:- RefluxValve 80mm dia. providing & errecting in position RefluxValve 80mm dia and class including necessary jointing accessories (flanges, nut, bolts and rubber packing) as per the specification.(MJP /Civil DSR page no 131&135 item no SECXII-1a(iv)&4(iv) |
| 66 | Sub-WorkRising main FROM NEW EGS WELL TO PROPOSED ESR CAP-50000 LitersProviding and supplying in standard lengths ISI Mark rigid unplasticised PVC pieps suitable for potable water with solvent cement joints including cost of couplers, as per IS specification No. 4985/1988 including all local central taxes, transportation fright charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and 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.) Working pressure 6 Kg/Sq.cm 90 mm dia PVC 6 Kg / Cm2Pipes |
| 67 | Providing and supplying ISI mark G.I.Pipe of following class and diameter including all taxe etc.complete.80 mm dia G.I.Pipe |
| 68 | 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 conforming in BS 5155, Syntetic rubber faced ring secured on disc by reatining ring with stainles steel screw stub shaft of stainless steel riding in teflon bearings excluding C.C. foundation / structural steel support confirming to IS 13095-1991. Sluice valves - PN- 180 mm dia for Non Return Valve |
| 69 | 80 mm dia for Sluice valve |
| 70 | Providing & Supplying PVC/GI/CI Specials as per requriment including transportation charges etc.complete. |
| 71 | Providing and supplying Air Valves as per IS-10845 and MJP\"s standard specifications of approved make and quality of following diameters including all taxxes (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 double ball flanged / screwed type - PN-1 50 mm dia Double ball air valve |
| 72 | 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 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete.Lift 0 to 1.5 m. |
| 73 | Excavation for foundation / pipe trenches in hard murum with boulders W.B.M. road including removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 m. |
| 74 | Excavation for foundation / pipe trenches in sort rock and old cement and lime masonary foundationasphalt roadincluding removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 m. |
| 75 | Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layer including watering andocmpaction etc.complete. |
| 76 | Lowering, laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, ruber ring, giving satsifactory hydraulic testing as per IS code, etc. complete. ( With cement solvent joint / ring if joint) Working pressure 6 and 10 Kg/Sq.cm.80 mm dia PVC 6 Kg / Cm2Pipes |
| 77 | Lowering, laying and jointing with G.I. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, ruber ring, giving satsifactory hydraulic testing as per IS code, etc. complete. ( With cement solvent joint / ring if joint) Working pressure 6 and 10 Kg/Sq.cm.80 mm dia PVC 6 Kg / Cm2Pipes |
| 78 | Lowering, laying and jointing in position following C.I. D/F reflux valves, Butterfly valves and sluice valves including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves) 80 mm dia for Non Return Valve |
| 79 | Providing and cosntructing B.B. masonary valve chamber of internal size 60 x 45 cm and depth 0.90 m. with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation, B.B. masonary in C.M. 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer in Charge. Note : wall thickness : 0.23 m. for depthe of 1.2 m. and 0.35 m. for balance depth exceeding 1.2 m.) For Sluice valves |
| 80 | Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite / quartzite / gneiss metal for foundation and bedding including dewatering form work, compacting and curing. Finishing etc. complete with initial lift of 1.5 m. below / above ground level |
| 81 | Providing and fixing in position air valve shaft including providing & fixing G.I medium class or 6 MM thick M.S Pipe shaft 2.7 M long over branch flange of air valve tee providing P.C.C. block of M-150 concreate 150 mm thick around the air valve tee including encasing of vertical shaft in P.C.C.M-150 as shown in type design together with providing and making flanged joints wherever required and fixing the air valve over the shaft excluding the cost air valve and branch flanged air valve tee etc. complete.Foundation on Murum & Harder Strata Upto 150 mm Dia of Pipe line |
| 82 | Refiling the trenches with available excavated 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.( MJP DSR 2021-22,I. No.E 15 , P.No.36) Net Qty. =854.79 Cum |
| 83 | Sub-WorkRising main FROMEGS WELL TO EXIST. ESR CAP-80000 LitersProviding and supplying in standard lengths ISI Mark rigid unplasticised PVC pieps suitable for potable water with solvent cement joints including cost of couplers, as per IS specification No. 4985/1988 including all local central taxes, transportation fright charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and 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.) Working pressure 6 Kg/Sq.cm 90 mm dia PVC 6 Kg / Cm2Pipes |
| 84 | Providing and supplying ISI mark G.I.Pipe of following class and diameter including all taxe etc.complete.80 mm dia G.I.Pipe |
| 85 | 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 conforming in BS 5155, Syntetic rubber faced ring secured on disc by reatining ring with stainles steel screw stub shaft of stainless steel riding in teflon bearings excluding C.C. foundation / structural steel support confirming to IS 13095-1991. Sluice valves - PN- 180 mm dia for Non Return Valve |
| 86 | 80 mm dia for Sluice valve |
| 87 | Providing & Supplying PVC/GI/CI Specials as per requriment including transportation charges etc.complete. |
| 88 | Providing and supplying Air Valves as per IS-10845 and MJP\"s standard specifications of approved make and quality of following diameters including all taxxes (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 double ball flanged / screwed type - PN-1 50 mm dia Double ball air valve |
| 89 | 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 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete.Lift 0 to 1.5 m. |
| 90 | Excavation for foundation / pipe trenches in hard murum with boulders W.B.M. road including removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 m. |
| 91 | Excavation for foundation / pipe trenches in sort rock and old cement and lime masonary foundationasphalt roadincluding removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 m. |
| 92 | Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layer including watering andocmpaction etc.complete. |
| 93 | Lowering, laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, ruber ring, giving satsifactory hydraulic testing as per IS code, etc. complete. ( With cement solvent joint / ring if joint) Working pressure 6 and 10 Kg/Sq.cm.80 mm dia PVC 6 Kg / Cm2Pipes |
| 94 | Lowering, laying and jointing with G.I. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, ruber ring, giving satsifactory hydraulic testing as per IS code, etc. complete. ( With cement solvent joint / ring if joint) Working pressure 6 and 10 Kg/Sq.cm.80 mm dia PVC 6 Kg / Cm2Pipes |
| 95 | Lowering, laying and jointing in position following C.I. D/F reflux valves, Butterfly valves and sluice valves including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves) 80 mm dia for Non Return Valve |
| 96 | Providing and cosntructing B.B. masonary valve chamber of internal size 60 x 45 cm and depth 0.90 m. with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation, B.B. masonary in C.M. 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer in Charge. Note : wall thickness : 0.23 m. for depthe of 1.2 m. and 0.35 m. for balance depth exceeding 1.2 m.) For Sluice valves |
| 97 | Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite / quartzite / gneiss metal for foundation and bedding including dewatering form work, compacting and curing. Finishing etc. complete with initial lift of 1.5 m. below / above ground level |
| 98 | Providing and fixing in position air valve shaft including providing & fixing G.I medium class or 6 MM thick M.S Pipe shaft 2.7 M long over branch flange of air valve tee providing P.C.C. block of M-150 concreate 150 mm thick around the air valve tee including encasing of vertical shaft in P.C.C.M-150 as shown in type design together with providing and making flanged joints wherever required and fixing the air valve over the shaft excluding the cost air valve and branch flanged air valve tee etc. complete.Foundation on Murum & Harder Strata Upto 150 mm Dia of Pipe line |
| 99 | Refiling the trenches with available excavated 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.( MJP DSR 2021-22,I. No.E 15 , P.No.36) Net Qty. =854.79 Cum |
| 100 | Distribution SystemItem Anandwadi and Anandwadi TandaNo. 1 :- Providing and supplying in standard lengths ISI Mark rigid unplasticised PVC pieps suitable for potable water with solvent cement joints including cost of couplers, as per IS specification No. 4985/1988 including all local central taxes, transportation fright charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and 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.) Working pressure 6 Kg/Sq.cm 125 MM DIA HDPE PIPE 6 KG LEADING MAIN |
| 101 | 90 MM DIA PC PIPE |
| 102 | Item No. 2 :- Providing and supplying at site of work CI/PVC/GI specials suitable for above said pipes including cost of all taxes fright charges octroi loading Unloading conveyance etc. |
| 103 | Providing and supplying ISI mark G.I.Pipe of following class and diameter including all taxe etc.complete.80 mm dia G.I.Pipe |
| 104 | Item No. 3 :- Providing, double flanged Sluice Valves conforming to IS-14846 including worm gear arranegments as per test pressure,stainless steel spindle, caps including inspection charges ,transportation up to departmental store,unloading stacking excluding GST levied by GOI & GOMin all respect etc. complete . Sluice valves Without bypass arrangement- PN-1 100 MM DIA SLUICE VALVE |
| 105 | 80MM DIA SLUICE VALVE |
| 106 | 65 MM DIA SLUICE VALVE |
| 107 | Item No. 4 :- 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 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 m. |
| 108 | Item No. 5 :- Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 109 | Item No. 6 : A- Lowering, laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, ruber ring, giving satsifactory hydraulic testing as per IS code, etc. complete. 125 mm dia HDPE pipe 6 kg Leadaing main |
| 110 | 90 mm dia.PVC.4.Kg/Cm2.Pipes. |
| 111 | Item No.7 Lowering and lyaing and jointing G.I.Pipes and specials of flollwing class and dia C.I./M.S.Specials of following dia including conveyanc from store to site of woks all labour,giving satisfactory hydralic test etc.complete. |
| 112 | Item No. 8 : A- Lowering, laying and jointing in position following C.I. D/F reflux valves, Butterfly valves and sluice valves including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves) 100 mm dia Sluice valve |
| 113 | 80 mm dia Sluice valve |
| 114 | 65 mm dia Sluice valve |
| 115 | Item No. 9 :- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavatin, B.B. masonry in C.M. 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Note : wall thickness : 0.23 m for depth of 0.9 m and 0.35 m for balance depth exceeding 1.2 m) |
| 116 | Item No. 10 :- Providing and fixing C.I. Road box including loading .unloading and carting to site of work including all necessary excavation in all types strata and fixing in murum packing, etc complete. |
| 117 | Item No. 11 :- Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite / quartzite / gneiss metal for incasing of PVC pipe in cement concrete road including dewatering form work, compacting and curing. finishing etc. complete . |
| 118 | Item No. 12 :- Refiling the trenches with available excavated 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. |
| 119 | ESTIMATE FOR E.S.R. CAP - 50,000 LTRS Desining (aeshthetically) and constructing RCC elevated service reservoirs of following capacity with RCC staining consisting of columns.internal and external bracings spaced vertically not more than 4.5 metres centreto centreforESR having capacity upto 500 cum andnot more than6 m c\c for ESRs havingcapaciti above500 cum. including excavation in all types of strata ,foundationconcrete. cement plaster withwaterproofing compound to the in side fase of the container including refillingdisposing off the surpluse stuff within a lead of 50 metres, all labour and material charges includinglowering, laying,erecting, hoisting and jointingof pipe assemblyofinlet, washout overflow andbypassarrangements as per departmentaldesign, providing and fixing accessoriessuch as M.S. ladder,C.l manhole farme andcovers , water level indicators, lightenine conductor G.l pipe reiling around walk way and top slabproviding sprial stair case from ground levelM.S. grill gate of 2 Mheight with lockingarrangement of approved design .B.B. masonry. chambers providing and applying.cost of 50,000 Liter |
| 120 | Providing and supplying ISI standard CI double flanged pipes including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to stores / site, unloading etc. complete as directed by Engneer-in-charge. 80 mm (Inlet & Over fiow) |
| 121 | Providing and supplying ISI standard CI flanged / S& S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to depermental store/ site, unloading stacking etc. complete. D/F Specials Upto and including 150 mm dia. |
| 122 | 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 conforming in BS 5155, Syntetic rubber faced ring secured on disc by retaining ring with stainless screw stub shaft of stainless steel riding in teflon bearings excluding C.C. foundation / structural steel support confirming to I S 13095-1991 ,Sluice valves -PN1.680 mm dia sluice valve |
| 123 | SUBWORK NO:- Informator BoardItem No.1 :-Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) havingpressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters,numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance |
AI Tender Summary
Tender Timeline
Aug 08, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 16, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 17, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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