Under Jal Jeevan Mission Warwand Water Supply Scheme Taluka - Dound , District - Pune.
Tender Value
11.02 Crore
Estimated cost
Bid Submission
02 Mar 2022
0 days left
EMD
5.51 Lakhs
Bank guarantee accepted
Document Fee
29500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
warwand → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Under Jal Jeevan Mission Warwand Water Supply Scheme Taluka - Dound , District - Pune.
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work No 1 - Raw Water Channel , L=60 m. |
| 2 | Item No 1 : - Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders 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, guarding disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer- in - charge, etc. complete. excluding refilling. |
| 3 | a) For Head Works on river or dam |
| 4 | Lift of 0 to1.5 M |
| 5 | Note : Add for each lift of 1.5 M beyond initial lift of 1.5 M by Rs. 27.00 per Cum |
| 6 | Item No 2 : - Excavation in general in hard material comprising ofsoftrock,hardrock,etc, byblasting / controlled blasting/ chiselling as required in wet or dry condition for Head Works i.e.Intake Well,ConnectingPipe, JackWell,Pump House,lead of 150 M including baricating, guarding,disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer -in - charge, etc. complete excluding refilling. |
| 7 | Lift of 0.0 M to 1.5 M |
| 8 | Lift of 1.5 M to 3.0 M |
| 9 | Lift of 3.0 M to 4.5 M |
| 10 | Lift of 4.5 M to 6.0 M |
| 11 | Lift of 6.0 M to 7.5 M |
| 12 | Note : Add for each lift of 1.5 M beyond initial lift of 1.5 M by Rs. 28.00 per Cum |
| 13 | Item No 3 : -Providing and constructing Coffer Dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil ( in gunny bags if required ). Providing impervious / semipervious materials on both sides of B.C. soil ( in gunny bags if required ) including ramming, compacting to the satisfaction of Engineer - in - charge till the completion of work including dismentalling coffer dam after completion of works and dispossing off the material as directed by the Engineer - in - charge. |
| 14 | Note : - Pay the maximum top width payable shall be 2 Mtr. And maximum payable side slopes shall be 1.5 Horizontal to 1 vertical. If the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flat slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious / semi impervious hearting materials for which no extra payment shall be payable. 30 % payment shall be with held for dismentalling of Coffer Dam. |
| 15 | Item No 4 : -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. |
| 16 | (i) The Contractor at his request may allowed to start construction of masonry steining so as not to allow silting of well in oncoming monsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed. |
| 17 | (ii) Dewatering : Total dewatering charges are to be proposed in tender as lumpsum amount and 75% is payable for excavation and 25 % is payable for construction of well / gallery. |
| 18 | Out of 75% excavation, break-up shall be as under : 25% for last 1M depth. 20% for 2 m depth which just above last 1m depth. 15% for 2 m depth which just above last 3m depth.15% for the rest of depth from water table level. |
| 19 | The above conditions will restrict the tendencies of agencies to avoid deepening of wells, etc. to the required depth. |
| 20 | (i) The Contractor at his request may allowed to start construction of masonry steining so as not to allow silting of well in oncoming monsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed. |
| 21 | (ii) Dewatering : Total dewatering charges are to be proposed in tender as lumpsum amount and 75% is payable for excavation and 25 % is payable for construction of well / gallery. |
| 22 | Out of 75% excavation, break-up shall be as under : 25% for last 1M depth. 20% for 2 m depth which just above last 1m depth. 15% for 2 m depth which just above last 3m depth.15% for the rest of depth from water table level. |
| 23 | The above conditions will restrict the tendencies of agencies to avoid deepening of wells, etc. to the required depth. |
| 24 | Sub Work No2 :- RCC Jack Well 6.00M. dia. with Overhead Pump House. |
| 25 | Item No 1 : -Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting pipe, Jack Well, Pump House, Supply Well etc. for a lift 0 m to 1.5 m and lead of 150 M including barricading, guarding, dispossing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-in-charge etc. complete excluding refilling. |
| 26 | For Head Works on river or Dam |
| 27 | (Note:-AddRs.27.00/- per cum foradditional lift of 1.5 M.) |
| 28 | Lift 0.0 M to 1.5 M |
| 29 | Item No 2 : - Excavation in general in hard material comprising ofsoftrock,hardrock,etc, byblasting / controlled blasting/ chiselling as required in wet or dry condition for Head Works i.e.Intake Well,ConnectingPipe, JackWell,Pump House,lead of 150 M including baricating, guarding,disposing off surplus excavated stuff within a radius of0.5 km. as directed by Engineer -in - charge, etc. complete excluding refilling. |
| 30 | Lift of 1.5 M to 3.0 M |
| 31 | Lift of 3.0 M to 4.5 M |
| 32 | Lift of 4.5 M to 6.0 M |
| 33 | Lift of 6.0 M to 7.5 M |
| 34 | Lift of 7.5 M to 9.0 M |
| 35 | Lift of 9.0 M to 10.5 M |
| 36 | Note : Add for each lift of 1.5 M beyond initial lift of 1.5 M by Rs. 28.00 per Cum |
| 37 | Item No 3 : - Providing and laying in situ, following grades of cement concrete of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compacting and curing, etc. complete |
| 38 | P.C.C. M-150 (1:2:4) |
| 39 | Item No 4 : -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 cement mortor 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary 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){ Excluding M.S.or Tor reinforcement } |
| 40 | a) RCC Footing M-300 |
| 41 | Lift 5.00 to 10.00 m |
| 42 | b) RCC Vertical wall & slab & landing M-300 |
| 43 | Lift 0 to 5 M |
| 44 | Lift 5 to 10 M |
| 45 | c) RCC Beams and Lintel M-300 |
| 46 | Lift 0 to 5 M |
| 47 | Lift 5 to 10 M |
| 48 | d) RCC Chajja M-300 |
| 49 | Lift 0 to 5 M |
| 50 | Lift 5 to 10 M |
| 51 | e) RCC Slab & landing M-300 |
| 52 | Lift 5 to 10 M M-300 |
| 53 | Lift 10 to 15 M M-300 |
| 54 | f) RCC ColumnM:300 |
| 55 | For Lift 5.0 to 10.0 m |
| 56 | Item No 5:-Providing and fixing in position tor steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules including cutting, bending, hooking the bars, binding with wiresor tack welding and supporting as required, etc. complete (including cost of binding wire). |
| 57 | b) Tor Steel (For all lifts) |
| 58 | Item No 6: - Providing structural steel work in single stanchions composed of R S J, channel etc. with caps,bases, mild steel plates ,angles, brackets, cleats.gusset plates, anchor bolts etc. as per detailed design and drawing as directed by Engineer-in charge inculding cutting,fabrication, holisting,erecting, fixing in position making riveted /bolted /welded connections and one coat of anticorrosive paint and over it two coats of oil painting etc.complete. |
| 59 | Item No 7 : -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. |
| 60 | (i) The Contractor at his request may allowed to start construction of masonry steining so as not to allow silting of well in oncoming monsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed. |
| 61 | (ii) Dewatering : Total dewatering charges are to be proposed in tender as lumpsum amount and 75% is payable for excavation and 25 % is payable for construction of well / gallery. |
| 62 | Out of 75% excavation, break-up shall be as under : 25% for last 1M depth. 20% for 2 m depth which just above last 1m depth. 15% for 2 m depth which just above last 3m depth.15% for the rest of depth from water table level. |
| 63 | The above conditions will restrict the tendencies of agencies to avoid deepening of wells, etc. to the required depth. |
| 64 | (i) The Contractor at his request may allowed to start construction of masonry steining so as not to allow silting of well in oncoming monsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed. |
| 65 | (ii) Dewatering : Total dewatering charges are to be proposed in tender as lumpsum amount and 75% is payable for excavation and 25 % is payable for construction of well / gallery. |
| 66 | Out of 75% excavation, break-up shall be as under : 25% for last 1M depth. 20% for 2 m depth which just above last 1m depth. 15% for 2 m depth which just above last 3m depth.15% for the rest of depth from water table level. |
| 67 | The above conditions will restrict the tendencies of agencies to avoid deepening of wells, etc. to the required depth. |
| 68 | Note:- Only 85 % rate shall be payable till satisfactory hydraulic testing is given. |
| 69 | Item No 8 : - Providing and fixing in position M.S.Ladder 0.50 M wide consisting of 75 mmX 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and laboue involved, welding, anchoring and applying 3 coats of anticorrosive paint etc. complete as directed by Engineer-in-charge. |
| 70 | Item No 9 : - Providing and fixing G.I. pipe railing having 1.0m height consisting 50X50X6 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 one coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape etc. complete. |
| 71 | Item No 10 : - Providing and fixing Steel Window C.R.C. sheet as per IS 1513 : 1986 gauge section 65X40X 25 mm shutter single sheet of 24 gauge single leaf joined by fusion welding at appropriate points with vertical grooves of 15 mm wide and 15 mm deep at a distance of 45 mm. The first and last rib should be 60 mm away from vertical edge of the shutter. At the centre of the frame there shall be angle welded to bifurcate the frame into segments with two leaf shutter square 12 mm square guard bars at 120 mm center with all accessories .As directed by Engineer-in-charge. |
| 72 | Steel windows with CRC sheet |
| 73 | Item No 11 : - Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35X35X5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300X300X 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood shaft of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. ( I.S.6248-1979 ) |
| 74 | a) with mechanical gear |
| 75 | Item No 12 : - Providing II nd class Burnr brick masonary with conventional / I.S. type bricks in Cement mortar 1 : 6 in super structure including striking out joints, raking out joints, watering and scaffolding etc. complete. As per specification No. Bd.G.5 page No. 315 |
| 76 | Item No 13 a : - Providing Internal Cement Plaster 20 mm thick in Cement mortar 1 : 3 without neeru finish to concrete, brick surfaces in all positions including scaffolding and curingetc. complete. As per specification No. Bd.L.4B page No. 368 |
| 77 | Item No 13 b : - Providing and applying required coats of a Water based UV resistant Evercrete Top Seal sealant to protect natural stone, bricks, concrete structures from water intrusion and staining due to water penetration and algue formation etc. complete.Covering 10 years guarantee on Court Fee Stamp paper including all lead and lifts etc. complete. As directed by Engineer-in-charge. |
| 78 | Item No 14 : - Providing and applying Washable Oil bound distemper of approved colour and shade to old or new surfaces in two coats including scaffolding, preparing the surfaces ( excluding primer coat )etc. complete. Specification No. Bd.P.5 APage No. 413 |
| 79 | Item No 15 : - Providing and applying two coats of Water proof cement paint of approved manufacture and of approved colour to old or new plastered surfaces including scaffolding if necessary, cleaning and preparing the surfaces , watering for two days etc. complete. Specification No. Bd.O.8 Page No. 406 |
| 80 | Item No 16 : - Providing and fixing in position M.S.Sluice Gates in position as per detailed drawings and specification including cost of all materials , labour , operating pedestal , connecting rod, painting with three coats of anticorrosive paint etc. complete as directed by Engineer-in-charge. |
| 81 | Item No 17 : - Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with a conical spike at top. Copper tape conductor 20X3 mm size, copper earth plate of 3 mm thick and 0.81 sqm in area. Clamps at 1 M centre to centre including necessary excavation, laying and fixing the conductor, providing and fixing 40 mm GI pipe upto 3.0 M height from ground and 0.5 M below ground, including making all connections, filling earthing pit with charcol, salt etc. and refilling & watering etc. complete as per specifications laid down in relevant I.S. codes. |
| 82 | i) For tape of 10 M length |
| 83 | ii) Rebate / extra rate per meter length or part thereof over and above initial length of 10 M. |
| 84 | Item No 18 : - Providing and laying Cement Concrete flooring 40 mm thick with M-20 cement concrete laid to proper level and slope in alternate bays, including compaction, filling joints, making lines to give appearance of tiles of 30 cmX30 cm or other size laid diagonally / square etc. finishing smooth ( with extra cement ) in any colour as directed and curing etc. complete with crushed sand.Specification No. Bd.M.6 Page No. 381 |
| 85 | Item No 19: -Refilling 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. |
| 86 | Item No 20 : - Providing and fixing in position M.S. Rose piece in position as per detailed drawings and specification including cost of all materials such as operating pedestal, connecting rod etc. and labour, painting three coats of anti corrosive paint etc. complete as directed by Engineer-in-charge . |
| 87 | Sub Estimate No. 3 :- Approach Bridge for proposed RCC Jack Well. |
| 88 | Item No 1 : -Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock by blasting / controlled blasting , chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting pipe, Jack Well, Pump House, Supply Well etc. for a lift 0 m to 1.5 m and lead of 150 M including barricading, guarding, dispossing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-in-charge etc. complete excluding refilling. |
| 89 | For Head Works on river or Dam |
| 90 | (Note:-AddRs.27.00/- per cum foradditional lift of 1.5 M.) |
| 91 | Lift of 0.00 M to 1.50 M |
| 92 | Item No 2 : - Providing and laying in situ, following grades of cement concrete of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compacting and curing, etc. complete |
| 93 | a) M-150 |
| 94 | Item No 3 : -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 cement mortor 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary 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){ Excluding M.S.or Tor reinforcement } |
| 95 | A } RCC Footing M-250 |
| 96 | B } RCC Column M- 250 |
| 97 | C } RCC Beams M- 250 |
| 98 | D } RCC Slabs M- 250 |
| 99 | Item No 4 :- Providing fixing in position MS bar reinforcement of various diameters for RCC pile caps, foctings, beams,columns required complete.wires or tack weiding and supporting as desing and schedules including cutting,bending,hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire). |
| 100 | Item No 5 : - Providing and fixing G.I. pipe railing having 1.0m height consisting 50X50X6 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 one coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape etc. complete. |
| 101 | Sub Work No4 A :- Raw Water Pumping Machinery (From Well in Balancing Tank to WTP ) |
| 102 | Item No. 1 : - SUBMERSIBLE PUMP SET - 200 mm dia with Mechanical Seal |
| 103 | Submersible Pumpset :- Providing, Commissioning & giving test & trialof @ site of work SubmersiblePump set Confirming to IS 8034 & Motor Con. to IS 9283 with waterproof winding.shall be capable of discharging 38 LPS against a total head of 25 Mtr & suitable for working on 3 ph, 415 Volts + / / 10 % , 3 Ph, 50 Hz A.C. Supply as per specifications.25 HP ( Q =38 LPS, Head = 25 MtrBHP 25 HP) |
| 104 | Item No. 2: - Glandless Sluice Valve :- Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement.Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2.Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) i) |
| 105 | 150 mm dia Pn 1.0 rating for Pumpset |
| 106 | 250 mm dia Pn 1.0 rating for Rising Main |
| 107 | Item No. 3: - REFLUX VALVE |
| 108 | Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores,onloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) |
| 109 | 150 mm dia Pn 1.0 rating for Pumpset |
| 110 | 250 mm dia Pn 1.0 rating for Rising Main |
| 111 | Item No. 4 : - KINETIC AIR VALVE( 80 MM ) |
| 112 | Designing Providing erecting commissioning with test and trial of80 mm dia Kinetic Double Orific type Air Valves of following dia and Rating as per MJP\"s standard specifications having small orific elastic ball resting on agun metal orific , nipple, large orific, vulcantile ball seating on |
| 113 | Item No. 5 : - G.I. Pipe |
| 114 | Providing erecting 150 MM dia \"B\" class G.I. Pipe for suction & delivery |
| 115 | Item No. 6 : - M. S. D/F PIPES & SPECIALS |
| 116 | Providing & erecting ISI standard MS Pipes & Specials of required thickness with 3 coats of approved make epoxy paint with all jointing material , nut bolts, rubber packing etc complete |
| 117 | Item No. 7 : - M.S. FLANGED JOINTS |
| 118 | Providing & erecting M.S. flanged joints to flanged M.S. pipes of all classes/specials withall jointing material rubber packing, nut bolts etc. |
| 119 | 250 mm Dia |
| 120 | 150 mm Dia |
| 121 | 80 mm |
| 122 | Item No. 8 : - M.S.Flanges |
| 123 | Providing & erecting 100 mm M.S. flanged joints to flanged M.S. pipes of all classes/specials withall jointing material rubber packing, nut bolts etc. |
| 124 | Item No. 9 : - L.T. PANEL- 25 HP |
| 125 | Providing erecting L.T. Panel board as per detailed specifications ( As per rate analysis ) |
| 126 | Item No. 10 a : - EARTHING |
| 127 | Supplying & erecting Galvanised cast iron plate 60 X 60 X 0.6 cm burried in speciallyprepared earth pit refilling with 40 kG charcoal & salt in alternate layers 19 mm dia. Vertical G.I. Pipe 1.5 mtr lon with funnel & mesg @ top for watering a break masonry block, C.I. cover complete with necessary length of double G.I. earth strip bolted with plate & covered in 12 mm dia. G.I. pipe 2.5 mtr long complete connected to nearest switchgear with end socket as per direction & duly tested with earth tester & recording the results etc complete as per detailed specifications 4 Nos. |
| 128 | Item No. 10 b : - G. I. EARTHING STRIP |
| 129 | Supplying & erecting G.I.strips 25 X 5 mm as per datailed specifications |
| 130 | Item No. 11 : - CABLES |
| 131 | Pr., laying & testing 1100 V , grade cable in trays, in ducts or in walls,floor heavy duty Al armoured Cable including crimping Lugs & Glands etc. |
| 132 | A ) 3.5 X35 MM2 Aluminium armoured cable for main Supply |
| 133 | B) 3 core X 6 sqmm Flat flexible submersible cable with Copper Conductor, PVC insulated, & PVC sheathed from Panel to Motor - 25 HP |
| 134 | C) 3 core X 4 sqmm Flat flexible submersible cable with Copper Conductor, PVC insulated, & PVC sheathed for Capacitor |
| 135 | D) Cable glands & lugs |
| 136 | Item No. 12 : - Pressure Gauge - 100 mm dia |
| 137 | Providing erecting Pressure gauge of required range complete with syphon tube, asolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main |
| 138 | Item No. 13 : - Monorail Travelling Crane |
| 139 | Providing erecting & commissioning of single girder hand operated Monorail travelling crane with 6 mtr lift complete with chain pulley block of ISI mark & travelling trolley both tested for 50 % overload including arrangement for longitudinal travel / circular travel & cross travel with wheel hand chain etc complete as per detailed specifications, Capacity 2 M.T. with 6 mtr span |
| 140 | Item No. 14 : - 14 M.S.STRUCTURAL STEEL WORK |
| 141 | Providing fabicating and fixing MS Structural Steel work for necesaary Support of Panel Board, Sluice Valve, Reflux Valve, Delivery Line and Lifting arrangement etc complete per detailed specifications attached. |
| 142 | Item No. 15 : - TOOLS |
| 143 | Providing tools as per detailed specifications attached. |
| 144 | Item No. 16 : - Indoor & outdoor Lighting |
| 145 | Providing erecting commissioning Indoor Lightning shall comprise of point wiring, fluorscent fitting, with suitable size FR copper conductor n rigid PVC conduit etc as per detailed specifications |
| 146 | Item No. 17 : - FULL BORE ELECTROMAGNETIC FLOW METER - 200mm Dia |
| 147 | Manufacturing, supplying & commissioning Electromagnetic Flow Meter ( EMF ) of 200 mm dia for Raw water with accuracy + / - 0.5 % of measured value & protection as per given specifications for size 300 mm including senser , transmitter surge arrester, cable duct seperate PVC of 25 mm dia for 25 mtrs senser transmitter surge arrester, flow meter in the pipelines withtool tackles, crane etc. with flowmeter transmeter panel cubical as per detailed specifications |
| 148 | 200 mm dia EMF |
| 149 | Item No. 18 : -Brick Masonery Chambers for Flow Meter |
| 150 | Flow meter chamber work with suitable manhole for entering the chamber and removal of flow meter for maintenance in future, providing and constructing B.B. masonry flow meter chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in CM 1:5 proportion, 12 mm thick cement plaster in CM 1:4 proportion on both sides with providing and fixing suitable manhole arrangement & cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab, etc. complete as directed by Engineer-in-charge. Size of Chamber 1.50 MX 1.50 M X 1.50 M depth |
| 151 | Item No. 19 :- C C Foundation |
| 152 | Providing and casting CC Fundation for Pump, Panel, Starters etc as per specifications. M-300 |
| 153 | Sub Work No4 B :- Pure Water Pumping Machinery (From PW Sump @ WTP to RCC ESR @ Shivaji Nagar,ESR @ Palkhi Tal in Warwand Gaothan, ESR @ Dalit Wasti & ESR @ Punarwasan ) |
| 154 | Item No. 1 : - 200mm dia SUBMERSIBLE MONOBLOCK PUMP SET ( With Mech. Seal) |
| 155 | Open Well Horizontal / Vertical Submersible Pumpset :- Providi ng, Commissioning & giving test & trialof @ site of work SubmersiblePump set Confirming to IS 8034 & Motor Con. to IS 9283 with waterproof winding.shall be capable of discharging 30 LPS against a total head of 22 Mtr & suitable for working on 3 ph, 415 Volts + / / 10 % , 3 Ph, 50 Hz A.C. Supply as per specifications.20 HP |
| 156 | Item No. 2: - Glandless Sluice Valve :- Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2.Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) |
| 157 | 150 mm dia Pn 1.0 rating for Pumpset |
| 158 | 200 mm dia Pn 1.0 rating for Rising Main |
| 159 | Item No. 3: - REFLUX VALVE |
| 160 | Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores,onloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) |
| 161 | 150 mm dia Pn 1.0 rating for Pumpset |
| 162 | 200 mm dia Pn 1.0 rating for Rising Main |
| 163 | Item No. 4 : - KINETIC AIR VALVE( 80 MM ) |
| 164 | Designing Providing erecting commissioning with test and trial of80 mm dia Kinetic Double Orific type Air Valves of following dia and Rating as per MJP\"s standard specifications having small orific elastic ball resting on agun metal orific , nipple, large orific, vulcantile ball seating on |
| 165 | Item No. 5 : - G.I. Pipe |
| 166 | Providing erecting 150 MM dia \"B\" class G.I. Pipe for suction & delivery |
| 167 | Item No. 6 : - M. S. D/F PIPES & SPECIALS |
| 168 | Providing & erecting ISI standard MS Pipes & Specials of required thickness with 3 coats of approved make epoxy paint with all jointing material , nut bolts, rubber packing etc complete |
| 169 | Item No. 7 : - M.S. FLANGED JOINTS |
| 170 | Providing & erecting M.S. flanged joints to flanged M.S. pipes of all classes/specials withall jointing material rubber packing, nut bolts etc. |
| 171 | 200 mm Dia |
| 172 | 150 mm Dia |
| 173 | 80 mm |
| 174 | Item No. 8 : - M.S.Flanges |
| 175 | Providing & erecting 100 mm M.S. flanged joints to flanged M.S. pipes of all classes/specials withall jointing material rubber packing, nut bolts etc. |
| 176 | Item No. 9 : - L.T. PANEL- 25 HP |
| 177 | Providing erecting L.T. Panel board as per detailed specifications ( As per rate analysis ) |
| 178 | Item No. 10 a : - EARTHING |
| 179 | Supplying & erecting Galvanised cast iron plate 60 X 60 X 0.6 cm burried in speciallyprepared earth pit refilling with 40 kG charcoal & salt in alternate layers 19 mm dia. Vertical G.I. Pipe 1.5 mtr lon with funnel & mesg @ top for watering a break masonry block, C.I. cover complete with necessary length of double G.I. earth strip bolted with plate & covered in 12 mm dia. G.I. pipe 2.5 mtr long complete connected to nearest switchgear with end socket as per direction & duly tested with earth tester & recording the results etc complete as per detailed specifications 4 Nos. |
| 180 | Item No. 10 b : - G. I. EARTHING STRIP |
| 181 | Supplying & erecting G.I.strips 25 X 5 mm as per datailed specifications |
| 182 | Item No. 11 : - CABLES |
| 183 | Providing,laying & testing 1100 V , grade cable in trays, in ducts or in walls,floor heavy duty Al armoured Cable including crimping Lugs & Glands etc. |
| 184 | A ) 3.5 X70 sqmm Aluminium armoured cable for main Supply from transformer to LT Panel at WTP |
| 185 | B) 3.5 X35 sq mm Aluminium armoured cable for main Supply to WTPl |
| 186 | C) 3 core X 10 sqmm Flat flexible submersible cable with Copper Conductor, PVC insulated, & PVC sheathed from Panel to Motor - 20 HP |
| 187 | D) 4 core X 6 sqmm Flat flexible submersible cable with Copper Conductor, PVC insulated, & PVC sheathed for Capacitor |
| 188 | E) Cable glands & lugs |
| 189 | Item No. 12 : - Pressure Gauge - 100 mm dia |
| 190 | Providing erecting Pressure gauge of required range complete with syphon tube, asolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main |
| 191 | Item No. 13 : - Monorail Travelling Crane |
| 192 | Providing erecting & commissioning of single girder hand operated Monorail travelling crane with 6 mtr lift complete with chain pulley block of ISI mark & travelling trolley both tested for 50 % overload including arrangement for longitudinal travel / circular travel & cross travel with wheel hand chain etc complete as per detailed specifications, Capacity 2 M.T. with 6 mtr span |
| 193 | Item No. 14 : - 14 M.S.STRUCTURAL STEEL WORK |
| 194 | Providing fabicating and fixing MS Structural Steel work for necesaary Support of Panel Board, Sluice Valve, Reflux Valve, Delivery Line and Lifting arrangement etc complete per detailed specifications attached. |
| 195 | Item No. 15 : - TOOLS |
| 196 | Providing tools as per detailed specifications attached. |
| 197 | Item No. 16 : - Indoor & outdoor Lighting |
| 198 | Providing erecting commissioning Indoor Lightning shall comprise of point wiring, fluorscent fitting, with suitable size FR copper conductor n rigid PVC conduit etc as per detailed specifications |
| 199 | Item No. 17 : - FULL BORE ELECTROMAGNETIC FLOW METER - 200mm Dia |
| 200 | Manufacturing, supplying & commissioning Electromagnetic Flow Meter ( EMF ) of 200 mm dia for Raw water with accuracy + / - 0.5 % of measured value & protection as per given specifications for size 300 mm including senser , transmitter surge arrester, cable duct seperate PVC of 25 mm dia for 25 mtrs senser transmitter surge arrester, flow meter in the pipelines withtool tackles, crane etc. with flowmeter transmeter panel cubical as per detailed specifications |
| 201 | 150 mm dia EMF |
| 202 | Item No. 18 : -Brick Masonery Chambers for Flow Meter |
| 203 | Flow meter chamber work with suitable manhole for entering the chamber and removal of flow meter for maintenance in future, providing and constructing B.B. masonry flow meter chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in CM 1:5 proportion, 12 mm thick cement plaster in CM 1:4 proportion on both sides with providing and fixing suitable manhole arrangement & cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab, etc. complete as directed by Engineer-in-charge. Size of Chamber 1.50 MX 1.50 M X 1.50 M depth |
| 204 | Item No. 19 :- C C Foundation |
| 205 | Providing and casting CC Fundation for Pump, Panel, Starters etc as per specifications. M-300 |
| 206 | Item No. 20 : - Test & Trial |
| 207 | Testing operating & trials of Pumping Machinery & allies Electrical & Mechanical equipments as per detailed specifications |
| 208 | Sub Work No4 C :- Pure Water Pumping Machinery (From PW Sump @ WTP to ESR @ Malawarchi Wasti & Phargade Wasti ) |
| 209 | Item No. 1 : - SUBMERSIBLE MONOBLOCK PUMP SETS5 H.P. |
| 210 | Submersible MonoblockPumpset :- Open Well Horizontal / Vertical Submersible Pumpset :- Providi ng, Commissioning & giving test & trialof @ site of work SubmersiblePump set Confirming to IS 8034 & Motor Con. to IS 9283 with waterproof winding.shall be capable of discharging 5.21 LPS against a total head of 33 Mtr & suitable for working on 3 ph, 415 Volts + / / 10 % , 3 Ph, 50 Hz A.C. Supply as per specifications. |
| 211 | Item No. 2: - Glandless Sluice Valve :- Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2.Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) |
| 212 | 80 mm dia Pn 1.0 rating for Pumpset |
| 213 | 150 mm dia Pn 1.0 rating for Pumpset |
| 214 | Item No. 3: - REFLUX VALVE |
| 215 | Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores,onloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) |
| 216 | 150 mm dia Pn 1.0 rating for Pumpset |
| 217 | 80 mm dia Pn 1.0 rating for Rising Main |
| 218 | Item No. 4 : - KINETIC AIR VALVE( 80 MM ) |
| 219 | Designing Providing erecting commissioning with test and trial of80 mm dia Kinetic Double Orific type Air Valves of following dia and Rating as per MJP\"s standard specifications having small orific elastic ball resting on agun metal orific , nipple, large orific, vulcantile ball seating on |
| 220 | Item No. 5 : - G.I. Pipe |
| 221 | Providing erecting 80 MM dia \"B\" class G.I. Pipe for suction & delivery |
| 222 | Item No. 6 : - M. S. D/F PIPES & SPECIALS |
| 223 | Providing & erecting ISI standard MS Pipes & Specials of required thickness with 3 coats of approved make epoxy paint with all jointing material , nut bolts, rubber packing etc complete |
| 224 | Item No. 7 : - M.S. FLANGED JOINTS |
| 225 | Providing & erecting M.S. flanged joints to flanged M.S. pipes of all classes/specials withall jointing material rubber packing, nut bolts etc. |
| 226 | 100 mm Dia |
| 227 | 150 mm Dia |
| 228 | 80 mm |
| 229 | Item No. 8 : - M.S.Flanges |
| 230 | Providing & erecting 100 mm M.S. flanged joints to flanged M.S. pipes of all classes/specials withall jointing material rubber packing, nut bolts etc. |
| 231 | Item No. 9 : - L.T. PANEL- 5 HP |
| 232 | Providing erecting L.T. Panel board as per detailed specifications ( As per rate analysis ) |
| 233 | Item No. 10 : - CABLES |
| 234 | Providing,laying & testing 1100 V , grade cable in trays, in ducts or in walls,floor heavy duty Al armoured Cable including crimping Lugs & Glands etc. |
| 235 | A)3 core X 2.5 sqmm Flat flexible submersible cable with Copper Conductor, PVC insulated, & PVC sheathed from Panel to Motor - 20 HP |
| 236 | B) 3 core X 1.5 sqmm Flat flexible submersible cable with Copper Conductor, PVC insulated, & PVC sheathed for Main supply |
| 237 | C) Cable glands & lugs |
| 238 | Item No. 11 : - Pressure Gauge - 100 mm dia |
| 239 | Providing erecting Pressure gauge of required range complete with syphon tube, asolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main |
| 240 | Item No. 12 : - M.S.STRUCTURAL STEEL WORK |
| 241 | Providing fabicating and fixing MS Structural Steel work for necesaary Support of Panel Board, Sluice Valve, Reflux Valve, Delivery Line and Lifting arrangement etc complete per detailed specifications attached. |
| 242 | Item No. 13 : - FULL BORE ELECTROMAGNETIC FLOW METER - 100mm Dia |
| 243 | Manufacturing, supplying & commissioning Electromagnetic Flow Meter ( EMF ) of 200 mm dia for Raw water with accuracy + / - 0.5 % of measured value & protection as per given specifications for size 300 mm including senser , transmitter surge arrester, cable duct seperate PVC of 25 mm dia for 25 mtrs senser transmitter surge arrester, flow meter in the pipelines withtool tackles, crane etc. with flowmeter transmeter panel cubical as per detailed specifications |
| 244 | 100 mm dia EMF |
| 245 | Item No. 14 : -Brick Masonery Chambers for Flow Meter |
| 246 | Flow meter chamber work with suitable manhole for entering the chamber and removal of flow meter for maintenance in future, providing and constructing B.B. masonry flow meter chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in CM 1:5 proportion, 12 mm thick cement plaster in CM 1:4 proportion on both sides with providing and fixing suitable manhole arrangement & cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab, etc. complete as directed by Engineer-in-charge. Size of Chamber 1.50 MX 1.50 M X 1.50 M depth |
| 247 | Item No. 15 :- C C Foundation |
| 248 | Providing and casting CC Fundation for Pump, Panel, Starters etc as per specifications. M-300 |
| 249 | Item No. 16 : - Test & Trial |
| 250 | Testing operating & trials of Pumping Machinery & allies Electrical & Mechanical equipments as per detailed specifications |
| 251 | Sub Work No. 5 :- Raw Water Rising Main [ From Jackwell in Warwand MI Tank to WTP near Warwand Gaothan ] |
| 252 | Item No 1 : -Providing D.I. pipes (push on joints pres-sure pipes of DI of following class and diameters confirming to the IS specification inclusive cost of jointing materials (Rub-ber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect includ-ing Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Trans- portation to departmental store, unloading, stacking etc.completed as directed by Engi-neer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edi-tion/revision with amendments for Rubber Gaskets. |
| 253 | 250 mm D.I.K-9 pipes with internal cement mortar lining |
| 254 | Note- For supply of pipe / valves etc. by contractor only 60 % payment shall be released after supply, 25 % after laying and 15 % after satisfactory hydraulic testing. |
| 255 | Item No 2 : -Providing and supplying ISI standard D.I. specials and fittings with sealing rubber gasket of S.B.R. complete with Cast Iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour, material and transportation to stores/ site, loading, unloading including all taxes, etc. complete as per IS-9523. specials of all cateroies |
| 256 | 80 to 300 mm dia |
| 257 | Item No 3 - Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns.Valves should be full bore & tight shut-off.Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846.including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) |
| 258 | 250 mm dia. Sluice valve PN-1. |
| 259 | 100 mm dia. Scour valve PN-1. |
| 260 | Item No 4 : - Providing and supplying ISI mark CI double flanged Reflux Valves ( non return valves ) of following dia including all taxes ( Central & local ), railway freight, inspection charges, unloading from railway wagon, loading into the trucks, transportation upto departmental stores / site, unloading , stacking etc. complete. Reflux valves as per IS-5312 Part I ( 1984 ) |
| 261 | 250 mm dia. Reflux valve PN-1. |
| 262 | Note- For supply of pipe / valves etc. by contractor only 60 % payment shall be released after supply, 20 % after laying and 15 % after satisfactory hydraulic testing. |
| 263 | Item No 5 - Providing, & supplyingat site ductile iron / Spheroidal Graphite ( S.G. ) / Ductile chamber Tamper Proof Air Valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10 / 16 rated, with body and bonnet of ductile iron confirming to EN 1563 /IS-1865 Gr. 500 / 7 or Gr. 400 / 15 floats, float guide, seat ring of stainless steel 1.4436 / 1.4306, seat ring gasket of WRAS approved EPDM rubber ( suitable for drinking water ), internal fasteners of stainless steel A2. Body and Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour ( suitable for drinking water ) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns.Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respectetc.complete. ( For PN 10 & PN 16 ) |
| 264 | 50 mm dia. PN 10. Tamper proof air valve |
| 265 | Item No. 6 :- Excavation for foundation / pipe trenches in earth soils of all types, sand, gravel and soft murum, Hard Murum, soft rock and old cement and lime masonry foundation asphalt road , hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary,hard rock and concrete road by chiselling,wedging,line drilling by mechanical means or by all means other than blasting including removing the excavated material upto a distance of 50 M and lifts as below, stacking area spreading as directed, normal dewatering, preparing the bed for foundation & excluding backfilling, etc. complete. |
| 266 | Lift 0 to 1.50 |
| 267 | Item No. 7 : - Filling in plinth & floors murum bedding in trencheswith approved murum from excavated materials fromfoundation in 15cm to 20cm layers including watering & compaction etc. complete. |
| 268 | Item No. 8A : - Lowering, laving and jointing with SBR rubber gaskets C.I. S/S pipes of various classes with CI/MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of materials from stores to site of work, including cost of jointing materials and rubber rings, labour, giving hydraulic testing, etc.complete. |
| 269 | Note :- Only SBR rubber gaskets to be used as per IS-5382 and12820 |
| 270 | a) Class Morter inlined DI K-9 pipes |
| 271 | 250 MM Dia. DI K-9 Pipes |
| 272 | Note:- Only 85 % rate shall be payable till satisfactory hydraulic testing is given. |
| 273 | Item No. 8 B : - Hydraulic tewsting of C.I. / D.I. Pipes to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using receprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operating charges etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstatnig of original position.etc. complete. |
| 274 | a) Class Morter inlined DI K-9 pipes |
| 275 | 250 MM Dia. DI K-9 Pipes |
| 276 | Item No 9: - 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. |
| 277 | 250 mm dia. Sluice valve PN-1. |
| 278 | 100 mm dia. Scour valve PN-1. |
| 279 | 250 mm dia. Reflux valve PN-1. |
| 280 | Item No. 10 : - Providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for RCC work in foundation like raft,grilage,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,BirlaGold,Manikgad, Rajashree, etc.cement is permitted) (Excluding M.S.or Tor reinforcement) |
| 281 | In RCC M-150 |
| 282 | Item No. 11 : - Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies,copings, fins,archee,etc.as per detailed designs, drawings and schedules; includingcutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. (including cost of binding wire) |
| 283 | Tor Steel |
| 284 | Item No. 12 : - Providing and constructing B.B. masonery valve chamber with 15 cm thick 1:3:6 proportation PCC bedding, incliding excavation, B.B. Masonery in CM 1:5 proporation precast RCC frame and cover etc complete as directed by Engineer-in-charge. For Washout Chamber. |
| 285 | Note:- Wall thickness 0.23 M. for depth of 1.20 M. and 0.35 M. for balance depth exceeding 1.20 M. |
| 286 | i) Size 1.50 x 1.50 x 1.50 M |
| 287 | Note:- Add or deduct for every increase or decrease in depth of 30 cm.or part thereof shall be Rs. 3540.60 per 30 Cm. depth. |
| 288 | Item No. 13 : - Refilling the trenches with available excavated stuff with softmaterial first over pipeline and then hard material in15cm layers with all leadsand lifts including consolidation, surcharging,etc.complete. |
| 289 | Sub Work No. 6 :- Unconventional Water Treatment Plant 3.00 MLD |
| 290 | Item No 1 : -Designing ( aesthetically ), providing and constructing high rate Unconventional Water Treatment Plant i.e. Simplified water treatment plant consisting of Civil, Mechanical and Electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti-termite treatment to entire structure below ground level, mechanical and electrical components of various sub-works as given below, including necessary hydraulic testing, structural testing and trial run for 3 months, etc. complete as directed by Engineer-in-charge. { turn-key job } works. |
| 291 | 1. Aeration Fountain |
| 292 | 2. Inlet arrangements. |
| 293 | 3. Mixing channel with ventury flume and flow measuring arrangement |
| 294 | 4. Inlet Channel |
| 295 | 5. Flocculator-Confirming to I.S. 7208-1974 (Type-C) with detention periond of 30 mins. |
| 296 | 6. Tube Settlers -\"Designing, fabricate and construct Tube Settlers with square or any other shaped tube like Circular, Cheveron, Hexagonal etc. Having proven performance.\" |
| 297 | 7. Rapid sand gravity filters |
| 298 | 8. Filter house |
| 299 | 9. Chemical house |
| 300 | 10. Alum tanks 2 Nos. with mixing carrying and dosingarrangements with piping. |
| 301 | 11. Gravity feed gas chlorinator with 100% standby. |
| 302 | 12. TCL solution tank with mixing, carrying and dosing arrangement with piping |
| 303 | 13. Bye-pass arrangement |
| 304 | 14. External and internal electrification |
| 305 | 15. Laboratory equipments |
| 306 | 16. Wash water tanks of capcity equal to 2% of disigned quanitty of filtered water in a day (+) 10% |
| 307 | 17. Wash water pumps with 100% standby |
| 308 | 18. Air blowers capable of delivering 600 LMP pere square metre of free air of filter area at 0.4 Kg/sqcm at the under drains (100% standby) |
| 309 | 19. Pure water sump capacity equal to 1 hour pumping cap. |
| 310 | 20. Pure water pump house over th sump/by the side of sump |
| 311 | 21. Drainage arrangements |
| 312 | 22. Alum store |
| 313 | 23. Sanitary block with necessary water supply and drainage arrangemnet and internal WBM roads |
| 314 | 24.These rates are applicable for scismic zones 2,3 and 4 |
| 315 | 25. Rates given bleow are inclusive of uplift pressure if any and dewatering during the entire work. |
| 316 | 26. All RCC structures shall be constructed in M-300. |
| 317 | 27. Unconventional treatment plants less than 1 MLD capacity shall not be constructed. |
| 318 | 28. Up to 3 MLD capacity no air blower will be required. |
| 319 | 29. Up to 5 MLD WTP, 100 kg. and for above 5 MLD WTP 900 kg. Chlorine Tonner supply shall be provided. |
| 320 | 30.i) Glandless valves shall be provided. ii) Stainless steel railing shall be provided. (32 mm dia.(SS316) as per relevant standard ) iii) All WTP & its components outside faces shall be painted by Acrylic Emulsion with silicon additives paint only. iv) Ceramic tiles shall be provided forflooring and Dado. |
| 321 | Item No 2 : -Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75M. c/c with iron bar 16 mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete |
| 322 | Item No 3 : -Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia G.I. pipe, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting, etc. complete. |
| 323 | Item No 4 : -Providing and fixing Wicket gate 1.0 M wide for compound with 40 mm dia G.I. pipe, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting, etc. complete. |
| 324 | Sub Work No. 7 A :- Pure Water Rising Main [ From Sump @ WTP to various ESR\"s] A ] From P.W.Sump @ WTP to A ]Existing ESR of cap. 2 Lakh Lits. Near WTP { 250 mm dia. DI k-9 pipes L= 100 M}B] Proposed ESR of cap. 3.0 Lakh Lits in Palkhi Tal Warwand { 250 mm dia. DI k-9 pipes L= 300 M}C] Existing ESR in Dalit Wasti of Warwand { 250 mm dia. DI k-9 pipes L= 400 M}D] Existing ongoing ESR in Punarvasan ( 250 mm ø D.I. K-9, L= 1600 M ) |
| 325 | Item No 1 : -Providing D.I. pipes (push on joints pres-sure pipes of DI of following class and diameters confirming to the IS specification inclusive cost of jointing materials (Rub-ber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect includ-ing Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Trans- portation to departmental store, unloading, stacking etc.completed as directed by Engi-neer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edi-tion/revision with amendments for Rubber Gaskets. |
| 326 | 250 mm D.I.K-9 pipes with internal cement mortar lining |
| 327 | Note- For supply of pipe / valves etc. by contractor only 60 % payment shall be released after supply, 25 % after laying and 15 % after satisfactory hydraulic testing. |
| 328 | Item No 2 : -Providing and supplying ISI standard D.I. specials and fittings with sealing rubber gasket of S.B.R. complete with Cast Iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour, material and transportation to stores/ site, loading, unloading including all taxes, etc. complete as per IS-9523. specials of all cateroies |
| 329 | 80 to 300 mm dia |
| 330 | Item No 3 - Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns.Valves should be full bore & tight shut-off.Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846.including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) |
| 331 | 250 mm dia. Sluice valve PN-1. |
| 332 | 100 mm dia. Scour valve PN-1. |
| 333 | Item No 4 : - Providing and supplying ISI mark CI double flanged Reflux Valves ( non return valves ) of following dia including all taxes ( Central & local ), railway freight, inspection charges, unloading from railway wagon, loading into the trucks, transportation upto departmental stores / site, unloading , stacking etc. complete. Reflux valves as per IS-5312 Part I ( 1984 ) |
| 334 | 200 mm dia. Reflux valve PN-1. |
| 335 | Note- For supply of pipe / valves etc. by contractor only 60 % payment shall be released after supply, 25 % after laying and 15 % after satisfactory hydraulic testing. |
| 336 | Item No 5 - Providing, & supplyingat site ductile iron / Spheroidal Graphite ( S.G. ) / Ductile chamber Tamper Proof Air Valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10 / 16 rated, with body and bonnet of ductile iron confirming to EN 1563 /IS-1865 Gr. 500 / 7 or Gr. 400 / 15 floats, float guide, seat ring of stainless steel 1.4436 / 1.4306, seat ring gasket of WRAS approved EPDM rubber ( suitable for drinking water ), internal fasteners of stainless steel A2. Body and Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour ( suitable for drinking water ) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns.Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respectetc.complete. ( For PN 10 & PN 16 ) |
| 337 | 50 mm dia. PN 10. Tamper proof air valve |
| 338 | Item No. 6 :- Excavation for foundation / pipe trenches in earth soils of all types, sand, gravel and soft murum, Hard Murum, soft rock and old cement and lime masonry foundation asphalt road , hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary,hard rock and concrete road by chiselling,wedging,line drilling by mechanical means or by all means other than blasting including removing the excavated material upto a distance of 50 M and lifts as below, stacking area spreading as directed, normal dewatering, preparing the bed for foundation & excluding backfilling, etc. complete. |
| 339 | Lift 0.00 Mto 1.50M |
| 340 | Item No. 7 : - Filling in plinth & floors murum bedding in trencheswith approved murum from excavated materials fromfoundation in 15cm to 20cm layers including watering & compaction etc. complete. |
| 341 | Item No. 8A : - Lowering, laving and jointing with SBR rubber gaskets C.I. S/S pipes of various classes with CI/MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of materials from stores to site of work, including cost of jointing materials and rubber rings, labour, giving hydraulic testing, etc.complete. |
| 342 | Note :- Only SBR rubber gaskets to be used as per IS-5382 and12820 |
| 343 | a) Class Morter inlined DI K-9 pipes |
| 344 | 250 MM Dia. DI K-9 Pipes |
| 345 | Item No. 8 B : - Hydraulic tewsting of C.I. / D.I. Pipes to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using receprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operating charges etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstatnig of original position.etc. complete. |
| 346 | 250 MM Dia. DI K-9 Pipes |
| 347 | Item No 9: - 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. |
| 348 | 250 mm dia. Sluice valve PN-1. |
| 349 | 100 mm dia. Scour valve PN-1. |
| 350 | 200 mm dia. Reflux valve PN-1. |
| 351 | Item No. 10 : - Providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for RCC work in foundation like raft,grilage,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,BirlaGold,Manikgad, Rajashree, etc.cement is permitted) (Excluding M.S.or Tor reinforcement) |
| 352 | In RCC M-150 |
| 353 | Item No. 11 : - Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies,copings, fins,archee,etc.as per detailed designs, drawings and schedules; includingcutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. (including cost of binding wire) |
| 354 | Tor Steel |
| 355 | Item No. 12 : - Providing and constructing B.B. masonery valve chamber with 15 cm thick 1:3:6 proportation PCC bedding, incliding excavation, B.B. Masonery in CM 1:5 proporation precast RCC frame and cover etc complete as directed by Engineer-in-charge. For Washout Chamber. |
| 356 | Note:- Wall thickness 0.23 M. for depth of 1.20 M. and 0.35 M. for balance depth exceeding 1.20 M. |
| 357 | i) Size 1.50 x 1.50 x 1.50 M |
| 358 | Note:- Add or deduct for every increase or decrease in depth of 30 cm.or part thereof shall be Rs. 3540.60 per 30 Cm. depth. |
| 359 | Item No. 13 : - Refilling the trenches with available excavated stuff with softmaterial first over pipeline and then hard material in15cm layers with all leadsand lifts including consolidation, surcharging,etc.complete. |
| 360 | Item No. 14 :- Manufacturing, providing and supplying spirally welded / ERW / SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to requried size olling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible) . . . Etc.complete. |
| 361 | 610 MM Dia. M.S. Pipes 6.4 mm thick |
| 362 | Item No. 15 :- Provrding and applying pipe coating of fibres, coal tar and solvent based rubber modified bituminous primer of density 0.92 gms/cu cm and viscosity of 1000-2000 cps @ 150 gms/sqm followed by seven layers(4mm thick) of polythene polymerised bitumen and polyester of local 7 layers) pipe coat 4 mm should conform to requirement of IS- 10221 and AWWA C-203 for prefabricated tapes including covering cost on pipe coating. Rates shall include cost of material coating and wrapping over the pipes, handling charges, preparation of pipe surface, all labour, material, etc. complete. |
| 363 | Note : Pipe coating is to be done at laying work site only. |
| 364 | Item No. 16 : - Pushing of M.S. pipes of following dia for road crossing and railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter of below M.S. casing pipes, lowering, laying ,jointing of material, required welding machinery, tripod, shain -pulley block crain, blower, compressor, loading and unloading of machinery into the trench, etc. transportation and dewatering, etc complete, as directed by engineer-incharge but excluding the cost of M.S. pipes. |
| 365 | Item No. 17 : - Welding in all positions with required number of runs, for M.S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification. . . . Etc.complete. |
| 366 | Butt joints upto 7 mm thick Plate |
| 367 | Item No. 18 : - Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and beddingincl- uding bailing out water, form work, compaction, curing, etc. complete. |
| 368 | P.C.C. ( M - 150 ) |
| 369 | Sub Work No. 7 B :- Pure Water Rising Main From P.W.Sump @ WTP to Proposed ESR near Malawarchi Wasti of Warwand & Existing ESR in Phargude Wasti of Warwand ( 150 mm ø D.I. K-9, L= 4590 + 2100 M ) |
| 370 | Item No 1 : -Providing D.I. pipes (push on joints pres-sure pipes of DI of following class and diameters confirming to the IS specification inclusive cost of jointing materials (Rub-ber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect includ-ing Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Trans- portation to departmental store, unloading, stacking etc.completed as directed by Engi-neer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edi-tion/revision with amendments for Rubber Gaskets. |
| 371 | 150 mm D.I.K-9 pipes with internal cement mortar lining |
| 372 | Note- For supply of pipe / valves etc. by contractor only 60 % payment shall be released after supply, 25 % after laying and 15 % after satisfactory hydraulic testing. |
| 373 | Item No 2 : -Providing and supplying ISI standard D.I. specials and fittings with sealing rubber gasket of S.B.R. complete with Cast Iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour, material and transportation to stores/ site, loading, unloading including all taxes, etc. complete as per IS-9523. specials of all cateroies |
| 374 | 80 to 300 mm dia |
| 375 | Item No 3 - Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns.Valves should be full bore & tight shut-off.Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846.including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) |
| 376 | 150 mm dia. Sluice valve PN-1. |
| 377 | 100 mm dia. Scour valve PN-1. |
| 378 | Item No 4 : - Providing and supplying ISI mark CI double flanged Reflux Valves ( non return valves ) of following dia including all taxes ( Central & local ), railway freight, inspection charges, unloading from railway wagon, loading into the trucks, transportation upto departmental stores / site, unloading , stacking etc. complete. Reflux valves as per IS-5312 Part I ( 1984 ) |
| 379 | 150 mm dia. Reflux valve PN-1. |
| 380 | Note- For supply of pipe / valves etc. by contractor only 60 % payment shall be released after supply, 25 % after laying and 15 % after satisfactory hydraulic testing. |
| 381 | Item No 5 - Providing, & supplyingat site ductile iron / Spheroidal Graphite ( S.G. ) / Ductile chamber Tamper Proof Air Valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10 / 16 rated, with body and bonnet of ductile iron confirming to EN 1563 /IS-1865 Gr. 500 / 7 or Gr. 400 / 15 floats, float guide, seat ring of stainless steel 1.4436 / 1.4306, seat ring gasket of WRAS approved EPDM rubber ( suitable for drinking water ), internal fasteners of stainless steel A2. Body and Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour ( suitable for drinking water ) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns.Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respectetc.complete. ( For PN 10 & PN 16 ) |
| 382 | 50 mm dia. PN 10. Tamper proof air valve |
| 383 | Item No. 6 :- Excavation for foundation / pipe trenches in earth soils of all types, sand, gravel and soft murum, Hard Murum, soft rock and old cement and lime masonry foundation asphalt road , hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary,hard rock and concrete road by chiselling,wedging,line drilling by mechanical means or by all means other than blasting including removing the excavated material upto a distance of 50 M and lifts as below, stacking area spreading as directed, normal dewatering, preparing the bed for foundation & excluding backfilling, etc. complete. |
| 384 | Lift 0.00 Mto 1.50M |
| 385 | Item No. 7 : - Filling in plinth & floors murum bedding in trencheswith approved murum from excavated materials fromfoundation in 15cm to 20cm layers including watering & compaction etc. complete. |
| 386 | Item No. 8A : - Lowering, laving and jointing with SBR rubber gaskets C.I. S/S pipes of various classes with CI/MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of materials from stores to site of work, including cost of jointing materials and rubber rings, labour, giving hydraulic testing, etc.complete. |
| 387 | Note :- Only SBR rubber gaskets to be used as per IS-5382 and12820 |
| 388 | a) Class Morter inlined DI K-9 pipes |
| 389 | 150 MM Dia. DI K-9 Pipes |
| 390 | Item No. 8 B : - Hydraulic tewsting of C.I. / D.I. Pipes to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using receprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operating charges etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstatnig of original position.etc. complete. |
| 391 | a) Class Morter inlined DI K-9 pipes |
| 392 | 150 MM Dia. DI K-9 Pipes |
| 393 | Item No 9: - 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. |
| 394 | 150 mm dia. Sluice valve PN-1. |
| 395 | 100 mm dia. Scour valve PN-1. |
| 396 | 150 mm dia. Reflux valve PN-1. |
| 397 | Item No. 10 : - Providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for RCC work in foundation like raft,grilage,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,BirlaGold,Manikgad, Rajashree, etc.cement is permitted) (Excluding M.S.or Tor reinforcement) |
| 398 | In RCC M-150 |
| 399 | Item No. 11 : - Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies,copings, fins,archee,etc.as per detailed designs, drawings and schedules; includingcutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. (including cost of binding wire) |
| 400 | Tor Steel |
| 401 | Item No. 12 : - Providing, and constructing B.B. masonry Valve Chember with 15 cm. thick 1:3:6 proportion PCC bedding, excluding excavation, BB masonry in CM 1:5 proportion 12 mm thick cement plaster in CM 1:4 proportion on both sides with providing and fixing CI manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportionx 15 cm thick slab etc. complete as directed by Engineer-in-charge. |
| 402 | Note:- Wall thickness 0.23 M. for depth of 1.20 M. and 0.35 M. for balance depth exceeding 1.20 M. |
| 403 | i) Size 1.20 x 1.20 x 1.20 M |
| 404 | Note:- Add or deduct for every increase or decrease in depth of 30 cm.or part thereof shall be Rs. 2786.70 per 30 Cm. depth. |
| 405 | Item No. 13 : - Refilling the trenches with available excavated stuff with softmaterial first over pipeline and then hard material in15cm layers with all leadsand lifts including consolidation, surcharging,etc.complete. |
| 406 | Sub Work No. 8 :- RCC ESR\"s @ Various places [1] capacity 360000 Lits near Palkhi Tal in Warwand Gaothan [2] capacity 70000 Lits @ Malawarchi Wasti |
| 407 | 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 anti-termite treatment for underground parts of the structureand 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. |
| 408 | Note1) The design of the structure be in accordance with relevant IS specialation ( IS 3370- 1965 or revised ) |
| 409 | 2) The design shall satisfy the stipulations as per IS 1893 - 1984 and IS 13920/1993 for seismic force and IS 11682/1985 for RCC staging of overhead tanks |
| 410 | 3) For design having more than 6 columns provisition of internal bracing is obligatory, External bracings is also obligetory. |
| 411 | 4) The entire structure shall be in M 300 mix only |
| 412 | 5) Plain round mild steel bars grade-I conforming to IS 432 part-I or high yield strength deformed bars conforming to IS 1786 or IS 1139 shall be used, grade-II mild steel bars will not be allowed. |
| 413 | 6) Irrespective of the type of foundation proposed in the design,one set of bracing be provided at the gound level |
| 414 | 7) These rates include providing MS ladder for ESR upto 2 lakh liters capacity and providing spiral staircase for ESR above 2 lakh liters capacity |
| 415 | 8) Staging shall have to be designed with stresses of M 250 concrete for ESR However all RCC construction should be done in M-300 |
| 416 | 9) These rates are including the cost of uplift pressure if any and entire dewatering during execution In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition |
| 417 | 10) All conditions given in the Member Secretary\"s Circular NO. MJP/ TS-I / 350 /1668 dt 2-8-97 and MJP/ S-I/350/2127 dt 13-7-99 shall be strictly followed and additional cost, if any, due in these conditions is included in the rates mentioned below |
| 418 | 11) 75% part rate shall be payable for reinforcement concrete and plastering items of containers of ESR till satisfactory hydraulic testing for water tightness is given, and till that work shall be treated as incomplete. |
| 419 | RCC ESR cap. 3.60 Lakh Lits.@ Palkhi Tal in Warwand GaothanStaging Height 15 M , B.C. of soil 20 Ton / Sqm |
| 420 | RCC ESR cap. 70000 Lits. @ Malawarchi WastiStaging Height 12 M , B.C. of soil 20 Ton / Sqm |
| 421 | Item No 2 : - Providing and supplying ISI standard welded DI double flaged pipes excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck, transport to store/ site, unloading stacking etc. complete as directed by Engineer-in- charge ( for 2.75 M bare pipe ) |
| 422 | 200 MM Dia. D.I. Double Flanged pipes for Inlet,Outlet, Over Flow and Bye pass arrangement for ESR @ Palkhi Tal Warwand |
| 423 | 150 MM Dia. D.I. Double Flanged pipes for Inlet,Outlet, Over Flow and Bye pass arrangement for ESR @ Malawarchi Wasti |
| 424 | Item No 3 : - Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) |
| 425 | 200 MM Dia. C.I. Double Flanged Sluice Valve Pn1 for Outlet & Bye pass arrangement for ESR @ Palkhi Tal Warwand |
| 426 | 150 MM Dia. C.I. Double Flanged Sluice Valve Pn1 for Outlet & Bye pass arrangementfor ESR @ Malawarchi Wasti |
| 427 | Item No4: - Providing and supplying ISI standard DI flaged / S&S specials and fittings with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour, materials and transportation to stores, loading andunloading excluding GST levied by GOI and GOM in all respect etc. complete as per IS 9523 |
| 428 | Item No5: - Providing and fixing in position M.S.ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. |
| 429 | Item No6: - Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with conical spike at top, copper tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm.in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I. pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling earthing pit with charcoal, salt, etc & refilling & watering, etc. complete as per specifications laid down in relevant I.S. codes. |
| 430 | For ESR @ Phargade Wasti |
| 431 | For ESR @ Dalit Wasti |
| 432 | Item No7: - Providing internal cement plaster 20 mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, In all positions including scaffolding and curing etc. complete. |
| 433 | Item No8: - Providing and applying colour wash of approved colour and shade in one coat to old surfaces which are to be recoloured & plastic emulsion paint of approved quality, colour and shade to old surface in three coats including scaffolding , preparing the surface. (excluding primer coat) etc.complete. |
| 434 | Item No9: - Providing and applying epoxy paint of approved make (Shalimar,Ciba or Mahindra & Mahindra) to concrete surface for RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in-charge, necessary scaffolding, etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness as per I.S. codes. |
| 435 | For old surfaces - Two coats |
| 436 | Item No 10 : -Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75M. c/c with iron bar 16 mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete |
| 437 | Item No 11 : -Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia G.I. pipe, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting, etc. complete. |
| 438 | Item No 12 : -Providing and fixing Wicket gate 1.0 M wide for compound with 40 mm dia G.I. pipe, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting, etc. complete. |
| 439 | Sub Work No. 9 :-Distribution System |
| 440 | Item No 1 : -Providing and supplying in standard lengths Polythelene Pipes confirming to IS-4984 / 14151 / 12786 / 13488 with necessary jointing material like mechanical connectors, i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged jointexcluding couplers/ specials, including transportation and freight charges, inspection charges, loading /unloading charges, conveyance to the departmental stores / site and stacking the same in closed shade duly protecting from sunrays and rains, excluding GST levied by GOI & GOM in all respect etc. complete. |
| 441 | HDPE pipes of class 6 kg/ sq.cm. Grade PE - 100 |
| 442 | a) 180 mm dia. 6 kg/sq.cm. |
| 443 | b) 160 mm dia. 6 kg/sq.cm. |
| 444 | c) 140 mm dia. 6 kg/sq.cm. |
| 445 | d) 110 mm dia. 6 kg/sq.cm. |
| 446 | e)90 mm dia. 6 kg/sq.cm. (with E.D) |
| 447 | f)75 mm dia. 6 kg/sq.cm. (with E.D) |
| 448 | Item No 2: -Providing ISI standard R.C.C. pipes in standard lengths of following class and diam. suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOm in all respect including inspection charges, transport to the departmental stores / site , unloading and stacking , etc. complete. ( IS-458 / 1988 ) |
| 449 | 200mm dia.RCC Collar joint.NP2 pipe. |
| 450 | Item No 3 : - Providing and supply of Electro Fusion Fittings in acordance with BSEN - 12201 / Part - 3 suitable for drinking water within black / blue colour manufactured from compounded PE - 80 / PE - 100 virgin polymer and compatible with PE - 80 / PE - 100 pipes in pressure rating SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central, state and municipal, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOm in all respect, etc. complete. |
| 451 | A ) Couplers |
| 452 | 180 mm |
| 453 | 160 mm |
| 454 | 140 mm |
| 455 | 110 mm |
| 456 | 90 mm |
| 457 | 75 mm |
| 458 | B ) Equal Tee |
| 459 | 180 mm |
| 460 | 160 mm |
| 461 | 140 mm |
| 462 | 110 mm |
| 463 | 90 mm |
| 464 | 75 mm |
| 465 | C ) Elbow 90 Degree |
| 466 | 140 mm |
| 467 | 110 mm |
| 468 | 90 mm |
| 469 | 75 mm |
| 470 | D ) Elbow 45 Degree |
| 471 | 140 mm |
| 472 | 110 mm |
| 473 | 90 mm |
| 474 | 75 mm |
| 475 | E ) Reducer |
| 476 | 180 mmx 140 mm |
| 477 | 180 mmx 110 mm |
| 478 | 160 mmx 140 mm |
| 479 | 140 mmx 110 mm |
| 480 | 140 mmx 90 mm |
| 481 | 110 mmx 90 mm |
| 482 | 140 mmx 75 mm |
| 483 | 110 mmx 75 mm |
| 484 | 90 mmx 75 mm |
| 485 | F ) End Cap |
| 486 | 75 mm |
| 487 | G ) Long Neck Plain Ended Specials |
| 488 | 180 mm |
| 489 | 160 mm |
| 490 | 140 mm |
| 491 | 110 mm |
| 492 | 90 mm |
| 493 | 75 mm |
| 494 | Item No 4 : - Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off.Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) |
| 495 | 200 mm dia. |
| 496 | 150 mm dia. |
| 497 | 100 mm dia. |
| 498 | 80 mm dia. |
| 499 | 65 mm dia. Scour Valve |
| 500 | Item No.5 :- Excavation for foundation / pipe trenches in earth soils of all types, sand, gravel and soft murum, Hard Murum, soft rock and old cement and lime masonry foundation asphalt road , hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary,hard rock and concrete road by chiselling,wedging,line drilling by mechanical means or by all means other than blasting including removing the excavated material upto a distance of 50 M and lifts as below, stacking area spreading as directed, normal dewatering, preparing the bed for foundation & excluding backfilling, etc. complete. |
| 501 | Lift 0 to 1.50 |
| 502 | Item No. 6 : - Filling in plinth & floors murum bedding in trencheswith approved murum from excavated materials fromfoundation in 15cm to 20cm layers including watering & compaction etc. complete. |
| 503 | Item No 7 A : - Lowering, Laying and Jointing H. D. P. E./ M.D.P.E. pipes in proper position including all specials by compression fitting/ electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 504 | HDPE pipes of class 6 kg/ sq.cm. Grade PE - 100 |
| 505 | a) 180 mm dia. 6 kg/sq.cm. |
| 506 | b) 160 mm dia. 6 kg/sq.cm. |
| 507 | c) 140 mm dia. 6 kg/sq.cm. |
| 508 | d) 110 mm dia. 6 kg/sq.cm. |
| 509 | e)90 mm dia. 6 kg/sq.cm. (with E.D) |
| 510 | f)75 mm dia. 6 kg/sq.cm. (with E.D) |
| 511 | Item No. 7 B : - Hydraulic tewsting of PVC Pipes to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using receprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operating charges etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstatnig of original position.etc. complete. |
| 512 | HDPE pipes of class 6 kg/ sq.cm. Grade PE - 100 |
| 513 | a) 180 mm dia. 6 kg/sq.cm. |
| 514 | b) 160 mm dia. 6 kg/sq.cm. |
| 515 | c) 140 mm dia. 6 kg/sq.cm. |
| 516 | d) 110 mm dia. 6 kg/sq.cm. |
| 517 | e)90 mm dia. 6 kg/sq.cm. (with E.D) |
| 518 | f)75 mm dia. 6 kg/sq.cm. (with E.D) |
| 519 | Item No 8 A : - Lowering, laying and jointing in proper position, grade and alignment R.C.C. pipes with collar joints in CM 1 : 1 proportion or socketed R.C.C. pipes with rubber joints ( excluding cost of rubber ring or R.C.C. collar ) including cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge . ( IS - 783 / 1985 ) |
| 520 | 200mm dia.RCC Collar joint.NP2 pipe. |
| 521 | Item No. 8 B : - Hydraulic tewsting of R.C.C. Pipes to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using receprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operating charges etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstatnig of original position.etc. complete. |
| 522 | 200mm dia.RCC Collar joint.NP2 pipe. |
| 523 | Item No9: - 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. |
| 524 | Sluice Valve 200 mm dia. |
| 525 | Sluice Valve 150 mm dia. |
| 526 | Sluice Valve 100 mm dia. |
| 527 | Sluice Valve 80 mm dia. |
| 528 | Sluice Valve 65 mm dia. |
| 529 | 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 of strata and fixing in murum packing etc. complete . |
| 530 | Size 100 x 225 mm @ 20 kg. |
| 531 | Size 225 x 300 mm @ 40 kg. |
| 532 | Item No 11 : - Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportation PCC bedding, incliding excavation, B.B. Masonery in CM 1:5 proporation precast RCC frame and cover etc complete as directed by Engineer-in-charge |
| 533 | Note:- Wall thickness 0.23 M. for depth of 1.20 M. and 0.35 M. for balance depth exceeding 1.20 M. |
| 534 | i) Size 0.90 x 0.60 x 1.20 M |
| 535 | Note:- Add or deduct for every increase or decrease in depth of 30 cm.or part thereof shall be Rs. 1991.85 per 30 Cm. depth. |
| 536 | Item No 12 :-Refilling 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. |
| 537 | Item No. 13 :- Manufacturing, providing and supply-ing spirally welded / ERW / SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to requried size olling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, un loading, stacking excluding GST levied by GOI & GOM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible) Etc. complete. |
| 538 | 610 MM Dia. M.S. Pipes 6.4 mm thick |
| 539 | Item No. 14 : - Pushing of M.S. pipes of following dia for road crossing and railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter of below M.S. casing pipes, lowering, laying ,jointing of material, required welding machinery, tripod, shain -pulley block crain, blower, compressor, loading and unloading of machinery into the trench,etc. transportation and dewatering, etc complete, as directed by engineer-incharge but excluding the cost of M.S.pipes. |
| 540 | Item No. 15 :- Provrding and applying pipe coating of fibres, coal tar and solvent based rubber modified bituminous primer of density 0.92 gms/cu cm and viscosity of 1000-2000 cps @ 150 gms/sqm followed by seven layers(4mm thick) of polythene polymerised bitumen and polyester of local 7 layers) pipe coat 4 mm should conform to requirement of IS- 10221 and AWWA C-203 for prefabricated tapes including covering cost on pipe coating. Rates shall include cost of material coating and wrapping over the pipes, handling charges, preparation of pipe surface, all labour, material, etc. complete. |
| 541 | Note : Pipe coating is to be done at laying work site only. |
| 542 | Item No. 16 : - Welding in all positions with required number of runs, for M.S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification. . . . Etc.complete. |
| 543 | Butt joints upto 7 mm thick Plate |
| 544 | Item No. 17 : - Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and beddingincl- uding bailing out water, form work, compaction, curing, etc. complete. |
| 545 | P.C.C. ( M - 150 ) |
| 546 | Sub Work No. 10:-Trial Run |
| 547 | Item No 1:- Commissioing., running and maintaining the scheme to quantities , rated capacity, including manning necessary personnel such as operator, Valveman etc. as per requirements of the scheme and who should also admminster chemical dose for a period of 1 month for indovidual scheme and 3 months for regional scheme together with training of personnel spared by MJP / Local body and handing over the scheme to local body after completion of the above period asdirected by Engineerin charge. |
| 548 | Note :- Required chemical to be supplied by Department free of cost and electricity bill will also be paid by the Department. |
| 549 | For Single Village with W.T.P. (For Three Months) |
AI Tender Summary
Tender Timeline
Feb 16, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMar 02, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 04, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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