Tender For Improvement To Wadi Ratnagiri (Jotiba)] Water Supply Scheme. Taluka - Panhala, Dist-Kolhapur
Tender Value
4.47 Crore
Estimated cost
Bid Submission
30 Aug 2026
5 days left
EMD
4.47 Lakhs
Bank guarantee accepted
Document Fee
87500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kolhapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement To Wadi Ratnagiri (Jotiba)] Water Supply Scheme. Taluka - Panhala, Dist-Kolhapur
BOQ
| Sl. No. | Item Description |
| 1 | Subwork No. 2 - Intake wellExcavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works and alliedworks by well sinking process for average depth of 12 M and lead of 150 M including shoring, barricading, guarding, refilling, disposing off surplus excavated stuff as directed by Engineer-in-charge, etc. complete.For Head Works on river or dam submergence |
| 2 | Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. 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 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, excluding refilling etc. complete.For Head Works on river or dam submergence |
| 3 | Providing and fabricating at work shop, carting to site of work, including transport, loading, unloading, hoisting, lowering and setting out at actual site of well, sinking M.S. plate cutting edge for R.C.C. well curb consisting of 350 mm M.S. plate, 10 mm thick, champhering at bottom. Cutting edge should be provided in pieces not less than 2 M in length. Each joint should be plain from outside and jointed by gusset plate 400 x 200 x 12 mm thick M.S. plate with 12 nos. of 20 mm dia. crushank headed bolts (gusset plates from inside) with unequal angle of 90 x 60 x 10 mm should be welded from top of chamfered portion at 14 mm from bottom so that 15 mm side should be in contact with cutting edge with overlap of 300 mm joints. 16 mm dia bar should be welded to M.S. plate 200 mm below the top surface and length should be 1.8 M above plate with a bend 300 mm from plate surface including 3 coats of anticorrosive paint as directed by Engineerincharge |
| 4 | Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M- 250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)For Raft slab M 30 |
| 5 | 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, ompaction, finishing the formed surfaces with .M. 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)For wall & slab M 30 - Lift 0 to 5 m |
| 6 | 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, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). |
| 7 | Providing and fixing in position C.I. / M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anticorrosive oil paint, etc. complete as directed by Engineer-in-charge. |
| 8 | Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements ncluding applying 2 coats of anti-corrosive paint, etc. complete. |
| 9 | Providing, hoisting and fixing in position inverted 'J' type 100 mm dia C.I. cowl type ventilators with mosquitoproof aluminium mesh at top in including applying 2 coats of anti-corrosive paint, etc. complete as directed by Engineerin- charge, weighing not less than 35 kg. |
| 10 | 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 anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 11 | Dewatering the excavated trenches and pools of water in Sthe building trenches/pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Engineer-in-charge etc. complete. |
| 12 | Subwork No. 3 - Connecting pipeProviding and supplying ISI mark C.I. S/S pipes (push on joint pressure pipes of C.I.) of following class and diameter conforming to the IS specifications inclusive of the cost of jointing materials (rubber gasket of EPDM quality) including all staturoty duties and taxes levied by GOI & GOM in all respect, third party inspection charges of TPI agency approved by MJP, including transit insurance, railway freight, unloading from railway wagon, loading into trucks, transport to departmental stores / site, unloading, stacking, etc. complete, as directed by engineer-in-charge (IS-1536/2001 for pipes & IS-158/1969 & IS12820/1989 or latest addition / revision with the amendments for rubber gasket).450 mm D I K - 7 class pipe |
| 13 | 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 1.5M 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.Lift 0 to 1.50 m |
| 14 | Lift 1.50 to 3 m |
| 15 | Lift 3 to 4.50 m |
| 16 | Lift 4.50 to 6 m |
| 17 | Lift 6 to 7.50 m |
| 18 | Lift 7.50 to 9 mAdd for each additional lift of 1.5 M beyond initial lift 1.5 M |
| 19 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 20 | Lowering, laying and jointing with SBR rubber gaskets C.I. S/S pipes of arious classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including the conveyance of materials from stores to site of work, including cost of jointing materials and rubber rings, labour, giving hydraulic testing, etc. complete.450 mm D I K - 7 class pipe |
| 21 | 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. |
| 22 | Dewatering the excavated trenches and pools of water in Sthe building trenches/pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Engineer-in-charge etc. complete. |
| 23 | Providing, 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 dismantling coffer dam after completion of works and disposing off the terial as directed by the Engineer-in-charge. |
| 24 | S W No. 4 - Improvement to existing Jackwell & pump houseProviding and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerin- charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)Beam / corbel / lintels M 25Lift 10-15 m |
| 25 | Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) Tor steelLift 10-15 m |
| 26 | 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. |
| 27 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at very corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 oats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. |
| 28 | Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerin- charge including cutting, abrication, hoisting, erecting, fixing in position, making riveted / bolted / elded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. |
| 29 | Providing 20 mm thick cement plaster in two coats in 1:3 cement mortar without neeru finish to concrete, brick or stone surfaces in all positions including scaffolding and curing etc complete. Lift 7.60 to 11.40 m |
| 30 | Lift 11.40 to 15.20 m |
| 31 | Lift 15.20 to 19.00 m |
| 32 | Providing and fixing rolling shutter fabricated from steel latch of mini 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for sides , deep MS channel section of depth and thickness not less than 65 mm and 3.15 mm res. with hold fast arrangement MS bracket plate 300 x 300 x 3.15 mm min. size and shape with square bar suspension shaft of 32 mm dia. hood cover of MS sheet not less than 0.90 mm thickness and of any size at top and safety devices including mechanical gear arrangement consisting of warm gear wheels and warms of high grade cast iron or mild steel and one coat of lead primer etc. complete. IS 6248-1979 ( with mech. gear ) |
| 33 | Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, Steel fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 34 | Providing and applying white wash in one coat on old / new plastered or masonry surfaces and AC sheets including scaffolding and preparing the surface by brushing and brooming down complete. |
| 35 | Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete. |
| 36 | Providing and applying washable oil bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding , preparing the surface excluding the primer coat etc. complete. |
| 37 | Providing and applying two coats of lead / zinc base oil paint / bituminious paint of approved colour to new structural steel work and iron work in buildings including scaffolding if necessary, cleaning and preparing the surface etc. complete. |
| 38 | S.W No.6 Improvent to existing rising main ( 200 mm D I K - 9 class )Providing and supplying air valves as per IS 14845 and MJP's standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes Central and Local), insurance, third party inspection charges, loading, unloading, transportation upto departmental stores / site, etc. complete.50 mm DA air valves PN 1 |
| 39 | Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including ncasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee etc. complete, as per type design and as directed by Engineer-in- harge for following diameters of pipe linesFoundation on murum & hard strata200 to 400 mm dia. Pipe line |
| 40 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. |
| 41 | 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, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire).(Excluding M.S. or Tor reinforcement) |
| 42 | S.W. No.7 -Modification of existing WTP to improve capacity of plantRemoving filter media sand from existing filter beads per standard specification as required and as directed by the Engineer - in charge including all labour , tools and plants etc complete |
| 43 | Supply of filter media fine quality sand from any source having size 0.45 to 0.70 and uniformity co efficient within the limit of 1.3 to 1.7 within premises as per I.S. 8419 part 1 of 1977 including transportation , loading , unloading,sacking etc complete. |
| 44 | Dismantling the R.C.C. work 1 :2 :4 and sorting out the materials such as steel etc as directed and stacking them with the specified leads as directed by the Engineer - in - charge. 570 + 10% for Hill Area + 1 % Workmen welfare cess |
| 45 | Dismantanling dead / old pipeline of M.S. / R.C.C. / C.I. / P.S.C. /and G.I. / A.C. / P.V.C. / S.W. / H.D.P.e. pipe including cost of necessary excavation and refilling of trenches , breaking the joints , lifting the pipes and stacking to the place as directed by Engineer - in - charge with all leads and lifts including cleaning the surface etc complete.(80 mm Dia) |
| 46 | Providing V wire under drain system V wire screen made of SS 304 fitted on UPVC base 3.00\\" dia V wire having screen slot of 350 microns having 16 % open are bas pipe of lateral is 2 ' dia UPVC SCH - 40 air haeder made of UPVC SCH 40 , Tee for main fold with air distribution is made of UPVC fittings , Air clamps with main header is of UPVC sadle with SS 304 Nuts and Bolts. |
| 47 | Erecting V wire under drain system V wire screen made of SS 304 fitted on UPVC base 3.00'' dia V wire having screen slot of 350 microns having 16 % open are bas pipe of lateral is 2 ' dia UPVC SCH - 40 air haeder made of UPVC SCH 40 , Tee for main fold with air distribution is made of UPVC fittings , Air clamps with main header is of UPVCsadle with SS 304 Nuts and Bolts. |
| 48 | Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) M-200 |
| 49 | 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, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F- 17/306)Tor Steel |
| 50 | Drilling 40 mm dia holes in masonry or concrete structure with providing and fixing 0.5 M long G.I. Pipeline for pressure grouting including all material,labour cost and machinery charges etc.complete |
| 51 | Providing Anatomical Concrete Protection repair system (ACPRS ) & Promatrix LCNR Corossion resistant (PLCR ) |
| 52 | Providing Pressure Grouting at a pressure of 5.6 kg/sqcm in required row/ zig-zag fashion as specified at 1.5 M interval as per side condition to stop leakges through water retaining structures to the entire satisfiction of the Engineer in charge including material compound, hardening materials,compressor equipement including scafolding, smooth finishing, etc. |
| 53 | Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete. |
| 54 | Mechanical WorkProviding & supplying at site of ductile iron/spheroidal graphite (S.G.) iron D/F non- rising spindle resillient seated glandless sluice valve with hand wheel,& without bypass arrangement. Valves in accordance with BS 5163 of PN-10/16 rated, with body & bonet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15 Wedge fully encapsulated wras apporved EPDM rubber , (Approved for Drinking Water) Wedge nut of brass shaft of SS 1.4021/1.4104 stem seal min. 3 no. of NBR internal fastners of SS a to body & bonate coated inside & outside with electrostatically applied epoxy, powered coated blue colour as per DIN 30677-2 & GSK Guideline with a coating thickness 250 microns valve should be full bore & tite shut off flange drilling as per IS 1538 raised face & pressure testing at manufacturers work shall be done as per Is 14846 including all taxes & transportation charges etc complete (PN-10 & 16) A)100 mm Dia Air blower |
| 55 | B) 200 mm Dia Bed outlet |
| 56 | C) 100 mm Dia Tube Settlar Drain |
| 57 | D) 100 mm Dia Flash mixer Drain |
| 58 | E) 250 mm Dia Bed Back wash ( Washout tank ) |
| 59 | G) 150 mm Dia Filter outlet |
| 60 | lowering ,laying and jointing in position following D.I./CI D/F sliuce valve including cost of labour jointing material,including nut bolts & giving satisfactory hydraulic testing etc.completeA)100 mm Dia Air blower |
| 61 | B) 200 mm Dia Bed outlet |
| 62 | C) 100 mm Dia Tube Settlar Drain |
| 63 | D) 100 mm Dia Flash mixer Drain |
| 64 | E) 250 mm Dia Bed Back wash ( Washout tank ) |
| 65 | G) 150 mm Dia Filter outlet |
| 66 | Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint ( Mahindra and Mahindra , Shalimar or Ciba ) , from inside and outside including all taxes ( Central & Local ) octroi , inspection charges , transportation to stores / site and stacking etc complete ( Double flanged specials , all socketed specials or socketed branch flanged specials , Plain ended specials or Plain ended branch flanged specials ) |
| 67 | Supplying erecting testing and commissioning of twin lobo type rotary air blower hasving capacity 450 Cum/Hr. with suitable motor erected on a common frame with proper coupling as per detailed specification and erected on base frame and embeded in provided C.C. foundation (Excluding the cost of C.C. block)Air Blower = 181545 + Air Motor = 48567 |
| 68 | Supply and erecting fully automatic star/Delta starter suitable for 15 HP to 25HP suirrel cage motor totally enclosed with over load and no volt relay completely erected on provided angle frame (similar to K & T make make ML- 1.5 FSSD model) |
| 69 | Supplying & erecting PVC armored cable 4 core 4 sq.mm aluminium conductor with continous 5.48 sq.mm (12SWG) G.I.earth wire complete errected with gland, lugs, pipes as per CB/LT AL |
| 70 | Providing, Fixing giving trial testing of New Flaculator Assembly including all material i.e. Sturrer, Electric Motor, Gear Box,Pannel Cable, MS Foundation for Flash Mixer Assembly Etc. Complete 80mm Dia, 8mm Thick MSEP Shaft, Nylon polyprobhelete Blade or MSED Blades |
| 71 | Providing and supplying Tube setteller including the PVC tube / plates , and the supporting structure , and providing with new Tube setteller modules made up of unplasticized PVC tubes having size 55 mm x 55 mm including transpotation to the site of work , erection on either sides manually or by mechanical means etc complete. |
| 72 | Providing Errecting Head Stock Assembly For - Filtere,Back Wash,Air,Drain,Valves with 25 mm GI B Class pipe Shaft and Hand wheeel Etc. complete |
| 73 | REPAIRES OF W.T.P. Desiliting the Supply Well, Intake Well Head Works, Sumps of water supply / sewerage works etc. in wet or dry condition including lifts upto 9m. And lead upto 150m. as required beyond the work site, stacking , spreading , including necessary guarding, etc. complete as directed by Engineer-in-charge. |
| 74 | Removing the filter media from filter bed and stacking it upto 50m. Lead as per instruction of Engineer-in-charge a) Mazdoor - |
| 75 | Providing and supplying gravels media for replacing existing sand from Rapid Sand Gravity Filter at WTP site etc complete |
| 76 | Providing and supplying gravels media for replacing existing sand from Rapid Sand Gravity Filter at WTP site etc complete |
| 77 | Placing of new filter media into filter bed of Rapid Sand Filter with necessary test and trial of underdrain system . a) Mazdoor - |
| 78 | b) Mistry - |
| 79 | Desiliting the Supply Well, Intake Well Head Works, Sumps of water supply / sewerage works etc. in wet or dry condition including lifts upto 9m. And lead upto 150m.as required beyond the work site, stacking , spreading , including necessary guarding, etc. complete as directed by Engineer-in-charge. |
| 80 | Providing, Installation Tube Settler Media having square type media of UPVC hollow tubes placed in proper angle of inclination, setting area, proper arrangment of layers as per specification and instruction of engineer - in - charge excluding all taxes, labours and transportation giving satisfactory hydraulic testing etc complete. |
| 81 | Providing, Fixing giving trial testing of New Flash mixure Assembly including all material i.e. Sturrer, Electric Motor, Gear Box,Pannel Cable, MS Foundation for Flash Mixer Assembly Etc. Complete |
| 82 | SW No. 9 - Pure water rising main from pure water sump to ESRProviding D.I. pipes ( push on joints pressure pipes of D I of following class and diameters confirming to the Indian standard specification inclusive cost of jointing material ( rubber gasket of EPDM quality ) including all statutory duties and taxes such as GST levied by GOI & GOM in all respect , third party inspection charges of TPI agency approved by the MJP including transit insurance , railway freight, unloading from railway wagon, loading into the truck, transportation to departmental stores / site of work , unloading, stacking, etc. complete. as directed by engineer in charge. ( IS 1536 - 2001 for pipes & IS 158-1969 & IS 12820 - 1989 or latest edition / revision with amendments for rubber gaskets ( IS 8329 - 2000 latest version )200 mm DI K-9 class |
| 83 | Providing and supplying ISI standard CI flanged / S & S specials including all statutory duties and taxes such as GST levied by GOI & GOM in all respect railway freight, insurance , unloading from railway wagon, loading into the truck, transportation to departmental stores / site of work , unloading, stacking, etc. complete. S/S Specials / Socketed Branch Flanged Specials80 mm dia to 300 mm dia |
| 84 | Providing and supplying ISI mark CI D/F reflux valves (non-return valves) of following dia including all taxes (Central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores / site, unloading, stacking, etc. complete. Reflux valves as per IS 5312-Part I - 1984.200 mm dia. CIDF NRV PN 1 |
| 85 | Providing double flanged Sluice Valves conforming to IS- 2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete.200 mm dia. CIDF sluice valve PN 1 |
| 86 | Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of pproved make and quality including all taxes (Central and Local), octroi, inspection charges, transportation to departmental stores, etc. complete.80 mm PRV PN 1 |
| 87 | Labour PartExcavation for foundation / pipe trenches in all types sand, soil, hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 88 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 89 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 90 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. |
| 91 | Filling in plinth and floors murum bedding in trenches with approved murum from xcavated materials from foundation in 15 cm to 20 cm layers including watering and ompaction, etc. complete. |
| 92 | Lowering, laying 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 the conveyance of materials from stores to site of work, including cost of jointing materials and rubber rings, etc. complete.200 mm dia DI K -9 pipe |
| 93 | Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly alves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete.200 mm dia CIDF sluice valve |
| 94 | 200 mm dia CIDF NR valve |
| 95 | Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief alves including cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. For all class of valves80 mm PRV PN 1 |
| 96 | Providing and constructing B.B. Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion , precast RCC frame and cover etc.complete as directed by Engin-eer-in-charge. 0.90 x 0.90 x 1.20 m |
| 97 | Refilling the trenches with available excavated stuff with soft material first over pipe lie and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 98 | Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the conrractor. 200 mm DI K-9 class |
| 99 | S.W. No. 10 - RCC ESR 7,50,000 LitsDesigning, (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 m. c/c, ESR having capacity upto 500 cum and not more than 6 m c/c for ESR's having capacity above 500 cum.including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per design,providing and fixing accessories such as S.S. ladder, C.I. Manhole frame and covers water level indicators, lightening conductor, S.S. Pipe railing around walk way and top slab,providing spiral stair case from ground level to roof level, B.B. masonry chambers for all valves, ventilating shafts, providing, and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and giving satisfactory water tightness test as per I.S. Code.The job to include painting the name of the scheme and other detail on the reservoir as per the directions of the Engineer-in-Charge.ESR @ WTP Cap 7,50,000 Lits |
| 100 | Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect, 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)250 mm DIDF Pipes |
| 101 | 150 mm DIDF Pipes |
| 102 | Providing and supplying ISI standard D. I. specials & fitting 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 / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends tees etc.80 mm dia to 300 mm dia |
| 103 | Providing double flanged Sluice Valves conforming to IS- 2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete.250 mm CIDF sluice valves |
| 104 | 150 mm CIDF sluice valves |
| 105 | S.W. No. 11 - RCC GSRSDesigning (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F.pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed pecifications. Anti-termite treatment shall be given for underground portion of the structure.GSR @ Gaymuklh Cap 50,000 Lits For Pathway |
| 106 | GSR @ Kushire 50,000 Lits For Pathway |
| 107 | GSR @ Danewadi Cap 25,000 Lits For Pathway |
| 108 | GSR @ Giroli Cap 25,000 Lits For Pathway |
| 109 | Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect, 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)100 mm DIDF Pipes |
| 110 | Providing and supplying ISI standard D. I. specials & fitting 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 / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends tees etc.80 mm dia to 300 mm dia |
| 111 | Providing double flanged Sluice Valves conforming to IS- 2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete.100 mm CIDF sluice valves |
| 112 | SW No. 12 - Distribution SystemProviding and supplying in standard lengths Polyethelene Pipes conforming 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 joint, including all statutory duties and taxes such as GST levied by GOI & GOM in all respect , 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, etc. complete. HDPE pipes 6 Kg/Sq. Cm PE 100200 mm |
| 113 | 160 mm 6 Kg/Sq. Cm PE 100 |
| 114 | 140 mm 6 Kg/Sq. Cm PE 100 |
| 115 | 110 mm 6 Kg/Sq. Cm PE 100 |
| 116 | 90 mm 6 Kg/Sq. Cm PE 100 |
| 117 | 75 mm 6 Kg/Sq. Cm PE 100 |
| 118 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all statutory duties and taxes such as GST levied by GOI & GOM in all respect , inspection charges , transport to departmental stores / site, unloading and stacking, etc. complete. as per IS-458/1988 . Note - One collar should be supplied with each full length plain ended RCC pipe , cost including in rates below . One rubber ring should be supplied with each full length of socketed pipe , cost included in rates below.200 mm RCC NP II |
| 119 | Providing and supply of Electro Fusion Fittings in accordance with BS EN- 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 SDR11 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, etc. complete.Couplers200 mm 6 Kg/Sq. Cm PE 100 |
| 120 | 160 mm 6 Kg/Sq. Cm PE 100 |
| 121 | 140 mm 6 Kg/Sq. Cm PE 100 |
| 122 | 110 mm 6 Kg/Sq. Cm PE 100 |
| 123 | 90 mm 6 Kg/Sq. Cm PE 100 |
| 124 | 75 mm 6 Kg/Sq. Cm PE 100 |
| 125 | Equal Tee 140 mm 6 Kg/Sq. Cm PE 100 |
| 126 | 110 mm 6 Kg/Sq. Cm PE 100 |
| 127 | 90 mm 6 Kg/Sq. Cm PE 100 |
| 128 | Elbow 90 Deg 140 mm 6 Kg/Sq. Cm PE 100 |
| 129 | 110 mm 6 Kg/Sq. Cm PE 100 |
| 130 | 90 mm 6 Kg/Sq. Cm PE 100 |
| 131 | Reducer 140 x 110 mm 6 Kg/Sq. Cm PE 100 |
| 132 | 140 x 90 mm 6 Kg/Sq. Cm PE 100 |
| 133 | 110 x 90 mm 6 Kg/Sq. Cm PE 100 |
| 134 | End cap 110 mm 6 Kg/Sq. Cm PE 100 |
| 135 | 90 mm 6 Kg/Sq. Cm PE 100 |
| 136 | 75 mm 6 Kg/Sq. Cm PE 100 |
| 137 | Ferruel tapping tee 110 x 1\\" |
| 138 | Ferruel tapping tee 110 x 3/4\\" |
| 139 | Ferruel tapping tee 110 x 1/2\\" |
| 140 | Ferruel tapping tee 90 x 1\\" |
| 141 | Providing double flanged Sluice Valves onforming to IS-2906 / 14846 including worm ear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete. CIDF sluice valves PN 1200 mm CIDF sluice valves PN 1 |
| 142 | 150 mm CIDF sluice valves PN 1 |
| 143 | 125 mm CIDF Sluice valve |
| 144 | 100 mm CIDF sluice valves PN 1 |
| 145 | 80 mm CIDF sluice valves PN 1 |
| 146 | 65 mm CIDF Sluice valve |
| 147 | Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outsideincluding all statutory duties and taxes such as GST levied by GOI & GOM in all respect , inspection charges, transportation to stores/ site and stacking, etc. complete.Plain ended specials or plain ended branch flanged specials of all diameters. |
| 148 | B) LABOURExcavation for foundation / pipe trenches in all types sand, soil, hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M |
| 149 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M |
| 150 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M |
| 151 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. Lift 0 to 1.5 M |
| 152 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 153 | Lowering, laying and jointing H.D.P.E. pipes by heating to the ends of pipes with the help of tefflon coated electric mirror / heater to the required temperature and then pressing the ends together against each other , to form a monotithic and leak proof joint by thermosetting process . the pressing may be required to be done with jacks / hydraulic jacks / butt fusion machine etc. complete with all materials labours as directed by engineer in charge. HDPE pipes 6 Kg/Sq. Cm200 mm HDPE pipes 6 Kg/Sq. Cm |
| 154 | 160 mm 6 Kg/Sq. Cm PE 100 |
| 155 | 140 mm 6 Kg/Sq. Cm PE 100 |
| 156 | 110 mm 6 Kg/Sq. Cm PE 100 |
| 157 | 90 mm 6 Kg/Sq. Cm PE 100 |
| 158 | 75 mm 6 Kg/Sq. Cm PE 100 |
| 159 | Lowering, laying and jointing in proper 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 conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (IS-783/1985)200 mm RCC NP II |
| 160 | Lowering, laying and jointing in position following C.I. D/F Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete.200 mm CIDF Sluice valve |
| 161 | 150 mm CIDF Sluice valve |
| 162 | 125 mm CIDF Sluice valve |
| 163 | 100 mm CIDF Sluice valve |
| 164 | 80 mm CIDF Sluice valve |
| 165 | 65 mm CIDF Sluice valve |
| 166 | Providing and fixing C.I. Road box including unloading ,loading ,carting site of work including excavation in all type of strata and packing of murum etc 225 mm x 300mm (40 kg) |
| 167 | 225 mm x 100 mm (40 kg) |
| 168 | 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. |
| 169 | Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) 100 mm |
| 170 | 80 mm |
| 171 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.125 mm B class |
| 172 | 100 mm B class |
| 173 | 80 mm B class |
| 174 | Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.125 mm B class |
| 175 | 100 mm B class |
| 176 | 80 mm B class |
| 177 | Providing, installing and giving satisfactory field testing of Domestic water meter, horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering complete with couplings at both ends and conforming to class B as per ISO 4064 along with manufacturer's test certificate and guarantee certificate, including cost of all materials and labour etc with OIML / MID certification for Abroad and FCRI for India including 36 months guarantee etc complete15 mm |
| 178 | 20 mm |
| 179 | Providing and making water supply connections of 15 mm dia. Including all material and labour charges etc. complete. |
| 180 | Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessaryand reinstating to original position.HDPE pipes 6 Kg/Sq. Cm200 mm HDPE pipes 6 Kg/Sq. Cm |
| 181 | 160 mm 6 Kg/Sq. Cm PE 100 |
| 182 | 140 mm 6 Kg/Sq. Cm PE 100 |
| 183 | 110 mm 6 Kg/Sq. Cm PE 100 |
| 184 | 90 mm 6 Kg/Sq. Cm PE 100 |
| 185 | 75 mm 6 Kg/Sq. Cm PE 100 |
| 186 | Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.125 mm B class |
| 187 | 100 mm B class |
| 188 | 80 mm B class |
| 189 | S.W. No. 13- Pushing of PipesPushing 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-in-charge but excluding the cost of M.S. pipes.200 mm to 499 mm dia MS pipe |
| 190 | Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to requried size rolling, 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).250 mm dia. ID , 6 mm thickness |
| 191 | S.W. No.- 14 - Staff QuartersExcavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, normal dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete. |
| 192 | Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 M from the area and lifts as below, normal dewatering, excluding back filling etc complete. |
| 193 | Providing and laying in situ c.c. 1:2:4 of trap / granite /gneiss metal for foundation and bedding lncluding bailing out water,formwork,compacting and curing etc. complete P. C. C. M - 15 |
| 194 | Providing and casting in situ c.c.of trap / granite /gneiss metal of approved quality for R.C.C.work as per detailed drawing and designs or as directed by Engineer - in - charge including norama dewatering ,centering from work compacion ,finishing the formed surface with c.m. 1;3 of sufficient minimum thickness to give smooth and even surface wherever necessary of roughening if special finish is to be providing and curing etc complete Excluding Reinforcement FOR R.C.C. M:200 grade a ) For Footing (M-200) |
| 195 | b) For Column (M-200) |
| 196 | c) Beam / Braces / lintel (M-200) |
| 197 | d ) Vertical wall / slab / landing (M-200) |
| 198 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. |
| 199 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 200 | Providing and fixing in position steel bar reinforcement in position steel bar reinforcement of various diameters for R.C.C. Piles, caps, footings, foundatio-ns, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copints, fins, drawings, and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete.Tor Steel |
| 201 | Providing sand faced plaster externally in cement mortar using approved screened sand, in allpositions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 202 | Providing internal cement plaster 20mm thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. |
| 203 | Providing and laying vitrified mirror / glossy finish tiles having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for dado and skirting in required position fixed in 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete |
| 204 | Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 205 | Providing and fixing Country cut teak wood double or single leaf panelled shutters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats complete |
| 206 | Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary ,cleaning and preparing the surface watering for two days, etc. complete. |
| 207 | Providing and applying plastic emulsion paint of approved quality, colour and shade to new surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete. |
| 208 | Providing, laying and fixing P.V.C. pipe of 15mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 209 | Provoding and fixing H.D.P.E. container one piece moulded water tank made of high density polythyier and built corrugated inclusive delivery up to sistantion housting fixing of accesseries such as inlet outlet overflow pipe etc complete. Up to 200 - 1000 Ltrs. |
| 210 | Providing and fixing wall hung white wash basin of size 550 x 400 x 195 mm with pillar cock having flow rate up to 6.0 Litr/Minute,C.P.Angular stop cock long thread of Jaquar/Cera/Hindware /Perryware or equivalent make, including SS bottal trap of approved make etc complete as directed by Engineer in charge.( Make shall conform to manufacturer's Green product and shall got approved from the Engineer In Charge.) |
| 211 | Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete. |
| 212 | Removing ventilators and small windows with frame and stacking the materials with all leads, lifts etc. complete. |
| 213 | Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete |
| 214 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. |
| 215 | Providing and fixing 15 mm diameter PVC Aqua kraft type of approved make super bib tap with flange including all accessories etc complete |
| 216 | S W No. 15 - Trial RunCommissioning, running & maintaining the scheme to quantity, rated capacity, including managing necessary personal such as operator valveman etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month together with training of personal spared by MJP / local body & handing over the scheme to local body after completion of above period as directed by Engineer-in-charge.For single village for 3 month Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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