Tender For Water Supply Scheme At.Holgira Tq.Sengaon Dist.Hingoli
Tender Value
15.37 Lakhs
Estimated cost
Bid Submission
19 Jan 2022
0 days left
EMD
15400
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sengaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Water Supply Scheme At.Holgira Tq.Sengaon Dist.Hingoli
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work No.1 : BORE WELL Taking Surface bore well of 150 mm dia and 60m depth. (As Per GSDA Certificate) |
| 2 | I No2 Providing PVC casing pipe 180 mm dia. 6 kg/cm2 IS 47985-1988 (As Per GSDA Certificate) |
| 3 | TIN SHED Item No.1 : Excavation for foundation / pipe trenches in earth, soils of all types. sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling. etc. complete. (Bd-A-1/259)Lift 0 to 1.5 M |
| 4 | Item No.2 : Providing and laying in situ following grades of M-150 Cement Concrete of trap/ granite quartzite / gneiss metal for foundation and bedding including dewatering. form work, compaction, curing, finishing etc. complete.P.C.C. |
| 5 | Item No. 3 :Providing and fixing in position mild steel door/ window shutters including mild steel angle frame of size 25 X 25 X 5 mm. for fixing mild steel sheet 24 gauge including welding fixing to frame and all necessary fixtures including electrostatic powder coating etc. complete Mild steel Angle Frame |
| 6 | Item No. 4 :- Providing and fixing in position mild steel angle iron door / window frame of section 40mm x 40mm x 6mm thick including provision for fixing aldrops, tower bolts and hinges with one coat of anticorrosive red oxide primer as per detailed drawings and as directed complete.Door/ Window Frame |
| 7 | Item No.5 :- 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 Engineer-in-charge including cutting, fabrication, hoisting, 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. |
| 8 | Item No.6 :- Providing and fixing corrugated galvanised iron sheets of 0.63mm thick (24 B.W.G.) for roofing without wind tiles including fastening with galvanised iron screws and bolts, lead and bitumen washers as per drawing etc. complete.(Weight of 5.5 Kilogram/sq.m.).Colour Sheet |
| 9 | Item No.7 :- Providing and applying lead/zinc base oil paint/bituminous 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. (excluding primer coat). |
| 10 | Item No.8 :- Providing name plate to Tin shed. |
| 11 | PUMPING MACHINERY 3.00 BHP SUBMERSIBLE Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages Submersible pump on Well 3.00 HP |
| 12 | I No 2 Providing and fixing L.T. skeleton panel board upto 3.00 HP (As per details attached separately) Panel Board (for well) |
| 13 | I No 3 Providing and erecting plain copper conductor, PVC insulated flexible cable as per IS 694-1990 of following grade upto 1100 volts 3 Core 2.5 sqm . For Well |
| 14 | I No 4 Providing & erecting ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. Complete 65 mm dia Medium63 mm dia HDPE on Borewell |
| 15 | I NO 5 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. For 2 Pump on Well 63 mm dia HDPE Medium on well |
| 16 | I NO 6 Supplying and erecting Galvanized cast iron earth Plate 60 x60x0.60 cm buried in Specifically prepared earth pit (top edge of plate 1.5m below ground level ) refilling with 30 kg charcoal and salt in alleviate layers necessary length of double GI Earth strip connected to the plate with cadmium plate G.I.Nut bolts 12 mm dia. With bituminous compounds prepared earth pit and connected to the nearest switch gear with and socket as per direction and duly tested by earth tester and gear with and socket as per direction and duly tested by earth tester and recording the results Supplying and erecting 19mm dia Vertical G. I Pipe 1.5 m long with funnel and mesh at top is included in the scope of workPlate type Electrode ( IS 3043) |
| 17 | PURE WATER RISING MAIN Providing and supplying in standard lengths ISI mark rigid (No Suggestions) PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOl and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (self fit type to be jointed with cement solvent).90 mm dia.PVC pipe 6 Kg/cm2 |
| 18 | I NO 2 Providing and fixing P.V.C.Specials of required dia.meters and class I.e bend elbow Tee Reducer etc complete 5 % of pipe cost Couplers |
| 19 | Bends |
| 20 | I NO 3 Providing and supplying Air Valves as per IS- 14845-2000 and MJP\"s standard specifications of approved make and quality of following dia.meters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloading and stacking excluding GST levied by GOI & GOM in all respect etc. complete. 25 mm dia. Air Valve (Single Ball) |
| 21 | I No 4 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. (Bd-A-1/259) Lift of 0 to 1.5 M |
| 22 | I NO 5 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. (Bd-A-3/259) |
| 23 | I No 6 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material up to 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 back filling, etc. complete. (Bd-A-4/259) |
| 24 | I No 7 Excavation for foundation / pipe trenches in hard rock and concrete road by chiseling. wedging. line drilling by mechanical means or by all means other than blasting including trimming and leveling the bed, removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking as directed by Engineer-in-charge. normal dewatering. excluding backfilling. etc. complete by all means. |
| 25 | Item No.8 :- 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. |
| 26 | I No 9 Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). 90 mm dia.PVC pipe 6 Kg/cm2 |
| 27 | Hydraulic Testing 90 mm dia.PVC pipe 6 Kg/cm2 |
| 28 | I NO 10 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-l 50 concrete, 150 mm thick around the air valve tee including encasing 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- charge for following dia.meters of pipe lines (type design attached.) a) Foundation on Murum and Harder Strata. i) upto 150 mm Air valve shaft |
| 29 | I NO 11Refilling 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. Available stuff |
| 30 | R.C.C. E.S.R. CAPACITY 16,000 LITERS STAGING HEIGHT 12.00 MI No 1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. (Bd-A-1/259) Lift of 0 to 1.5 M |
| 31 | I No 2 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. (Bd-A-3/259) |
| 32 | I No 3 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material up to 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 back filling, etc. complete. (Bd-A-4/259) |
| 33 | I NO 4 Excavation for foundation / pipe trenches in hard rock and concrete road by chiseling. wedging. line drilling by mechanical means or by all means other than blasting including trimming and leveling the bed, removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking as directed by Engineer-in-charge. normal dewatering. excluding backfilling. etc. complete by all means. |
| 34 | I No 5 Providing and laying in situ following grades of M-150 Cement Concrete of trap/ granite quartzite / gneiss metal for foundation and bedding including dewatering. form work, compaction, curing, finishing etc. complete.P.C.C. |
| 35 | I No 6 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, bally, steel propups 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) |
| 36 | I No 7 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 Engineer-in-charge including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface whereever necessary or roughning 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 RCC M 250 grade- all types of Columns Column upto first Brace |
| 37 | Column upto Second Brace |
| 38 | Column upto Base Beam |
| 39 | I No 8 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 Engineer-in-charge including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface whereever necessary or roughning 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 | Second Brace |
| 41 | Bottom Beam M300 |
| 42 | Roof Beam M250 |
| 43 | I No 9 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 Engineer-in-charge including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface whereever necessary or roughning 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) Bottom slab and Balcony M300 |
| 44 | Vertical Wall M300 |
| 45 | Roof Slab M250 |
| 46 | I NO 10 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). Steel Upto First Brace |
| 47 | Steel Upto Second Brace |
| 48 | Steel Upto Base Beam |
| 49 | Steel Above Bottom slab |
| 50 | I No 11 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete. |
| 51 | I No 12 Providing fine cement finish 1.5 mm thick over green plastered surface including scaffolding and curing etc. complete. |
| 52 | I No 13 Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete. |
| 53 | I No 14 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 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. |
| 54 | I No 15 Providing and supplying ISI standard CI double flanged pipes including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to stores / site, unloading etc. complete as directed by Engneer-in-charge. 80 mm Dia CI D/F PIPE |
| 55 | I No 16 Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete. D/F Specials |
| 56 | I No 17 Providing, double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS-210 Gr.CF 200 generally confirming to IS-13095-1991, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing including inspection charges, transportation up to departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. excluding C.C. foundation /structural steel support. 80 mm Dia |
| 57 | I No 18 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)80 mm DiaSluice Valve |
| 58 | I NO 19 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 Engineer-in-charge.Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M.As above of 60 x 45 cm internal size and depth upto 0.9 M with precast R.C.C slab cover. |
| 59 | I NO 20 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 Engineer-in-charge, weighing not less than 35 kg. |
| 60 | I No 21 Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia upper terminal 1.5 M long with a knob at the end with a conical spike at top, aluminium 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. For Tape of 10 M length |
| 61 | I No 22 Providing and fixing water level indicator upto 5 M height including M.S. enamelled gauge plate 300 mm wide and 3 mm thick, copper float, providing and fixing required accessories such as pointer, pulleys, nylon thread including cost of all material, labour, etc. complete. |
| 62 | I No 23 Providing and applying Apex paint of approved make ( Shalimar, ciba or Mahindra & Mahindra) to concrete surface of RCC ESR or GSR or any other structure including cleaning the surface by scrappingand 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 Rate As Per Jalswarajya DSR a) For New Surfaces |
| 63 | I No 24 Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. |
| 64 | I NO 25 Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete. 80 mm Dia. |
| 65 | I No 26 Providing and constructing RCC ventilating shaft of diameters and height mentioned below with required number of RCC 15 x 15 cm size columns and RCC circular slab or dome over the pillars in M-150 including cost of all material and labour, providing and fixing steel or wooden frame and providing and fixing G.I. flyproof mesh of 26 gauge and providing and applying in 3 coats of oil paint to wooden or steel frame and cement paint to concrete structure, etc. complete as directed by Engineer-in-charge. |
| 66 | I NO 27 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. |
| 67 | I No 28 Painting Name Plate on ESR Etc. Complete |
| 68 | I NO 1 DISTRIBUTION SYSTEM Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no.4985/1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sunrays and including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 75 mm dia. PVC pipe 4 Kg/cm2 |
| 69 | 90 mm dia. PVC pipe 4 Kg/cm2 |
| 70 | I NO 2 Providing and fixing P.V.C.Specials of required diameters and class I.e bend elbow Tee Reducer etc completeCouplers |
| 71 | Bends |
| 72 | Tee |
| 73 | Reducer 90 x 75 |
| 74 | I No 3 Providing,erexting, conecting double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS-210 Gr.CF 200 generally confirming to IS-13095-1991, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing including inspection charges, transportation up to departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. excluding C.C. foundation /structural steel support.Confirming to IS 13095 -199165 mm Dia Sluice Valve |
| 75 | 80 mm Dia Sluice Valve |
| 76 | I No 4 Excavation for foundation / pipe trenches in earth, soils of ail types. sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling. etc. complete. Lift of 0 to 1.5 M |
| 77 | I No 5 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. |
| 78 | I NO 6 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material up to 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. |
| 79 | I No 7 Excavation for foundation / pipe trenches in hard rock and concrete road by chiseling. wedging. line drilling by mechanical means or by all means other than blasting including trimming and leveling the bed, removing the excavated material up to a distance of 50 meters beyond the area and lifts as below, stacking as directed by Engineer-in-charge. normal dewatering. excluding backfilling. etc. complete by all means. (Bd-A-6/259) |
| 80 | Item No.8 :- 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. |
| 81 | I No 9 Lowering, laying and jointing with PVC. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). 75 mm dia. PVC pipe 4 Kg/cm2 |
| 82 | 90 mm dia. PVC pipe 4 Kg/cm2 |
| 83 | Hydraulic Testing 75 mm dia. PVC pipe 4 Kg/cm2 |
| 84 | 90 mm dia. PVC pipe 4 Kg/cm2 |
| 85 | I NO 10 Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves) 65 mm Dia Sluice Valve |
| 86 | 80 mm Dia Sluice Valve |
| 87 | I NO 11 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. (40kg) |
| 88 | I No 12 Providing and laying in situ following grades of Cement Concrete of trap/ granite quartzite / gneiss metal for foundation and bedding including dewatering. form work, compaction, curing, finishing etc. complete. 1:2:4 (M-150) grade (with 12 to 20 mm metal) |
| 89 | I No 13 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material m 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.Lift of 0 to 1.5 M |
| 90 | MISC. WORKS Commissioning, running and maintaining the scheme to quantities, rated capacity, including managing necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the specified period as directed by Engineer-in-charge. For single village with out WTP |
AI Tender Summary
Tender Timeline
Jan 13, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 19, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 20, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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