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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 12-01-2026 | 2ndcall | Date | 16-01-2026 |
| Sl. No. | Item Description |
| 1 | Subwork No.1 EX. WELL Well 11.5M X 5M (Deepning up to 15m)(Pimpalmala)Item No.1: Excavation in general in hard material comprising of soft rocks, hard rock, manjara rock etc. by blasting / controlled blasting ,chiseling as re-quirked in wet or dry condition for head works I. e. \"intake well connecting pipe, jack well ,pump \"house supply well, etc. for lift 0 to1.5M and lead of 1.50M including barricading, guarding depositing off surplus excavated stuff within a radius \"of 0.5 km as directed by Engineer -in-charge excluding refilling.Hard StrataLift 4.5 to 6.0 m |
| 2 | Lift 6.0 to 7.5 m |
| 3 | Lift 7.5 to 9 m |
| 4 | Lift 9 to 10.5 m |
| 5 | Lift 10.5 to 12 m |
| 6 | Lift 12.0 to 13.5 m |
| 7 | Lift 13.5 to 15.0 m |
| 8 | Item No : - 2 Providing structural steel work in rolled stanchions fixed with connecting plates or angle cleats, as per drawings or directed by Engineer in charge including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/welded connections and one coat of anti corrosive paints and over it two coats of oil painting, etc.ISMB 150 X 80 @ 14.90 kg/m. |
| 9 | Item No : - 3 Dewatering the excavated trenches & pools of water in the building trenches/pipeline trenches/ well works by using pump and other devices including disposing off water to safe distance as directed \" by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. |
| 10 | Item No : - 4 \"Drilling of Horizontal bore well 80 mm dia by D.T.C. machine, including transportation of machine at work site |
| 11 | \"Item No : - 5 Carrying out recuperation / yeild test for ascerting the discharge of constructed well as direrted by Engineer in charge.The test carried out by drawing down water from the well below normal / subsoil water level upto full depth rise in water level is recorded. . to the test including cost of all materials.overhead,labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days.LPS less than 25000.\"Recuperation Test |
| 12 | Subwork No.2 Ex.Pond at upsal vasti 3M X 8M X 1.5M.(Widening upto 6m Deepning up to 5m)Item No.1: Excavation in general in hard material comprising of soft rocks, hard rock, manjara rock etc. by blasting / controlled blasting ,chiseling as re-quirked in wet or dry condition for head works I. e. \"intake well connecting pipe, jack well ,pump \"house supply well, etc. for lift 0 to1.5M and lead of 1.50M including barricading, guarding depositing off surplus excavated stuff within a radius \"of 0.5 km as directed by Engineer -in-charge excluding refilling.Hard StrataLift 1.5 to 3.0 m |
| 13 | Lift 3.0 to 4.5 m |
| 14 | Lift 4.5 to 6.0 m |
| 15 | Item No : - 2 Providing structural steel work in rolled stanchions fixed with connecting plates or angle cleats, as per drawings or directed by Engineer in charge including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/welded connections and one coat of anti corrosive paints and over it two coats of oil painting, etc.ISMB 150 X 80 @ 14.90 kg/m. |
| 16 | Item No : - 3 Dewatering the excavated trenches & pools of water in the building trenches/pipeline trenches/ well works by using pump and other devices including disposing off water to safe distance as directed \" by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. |
| 17 | Subwork No.3 Pump House 1 nos (Near Panshet River)Item no .01 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 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 18 | Item no .02 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 19 | Item no .03 Providing and laying in situ cement concrete M-15 / 1:3:6 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) |
| 20 | Item no .04 Providing uncoursed rubble masonry of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing-out water manually, striking joints on unexposed faces and watering complete. |
| 21 | Item no .05 Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) |
| 22 | Item no .05 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. (Bd-A-10/263) |
| 23 | Item no .06 Providing Bricks masonry in cement mortar 1:6 using Iind class Clay bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete. |
| 24 | Item no .07 Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap / granite /quartzite/ gneiss metal as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural complete, with fully automatic micro processor based PLC with steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand For R.C.C. columns Footing (M-20) |
| 25 | For R.C.C. columns |
| 26 | For R.C.C. Beam & Lintel |
| 27 | For R.C.C. Chajja |
| 28 | For R.C.C Slab |
| 29 | Item no .07 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions 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. |
| 30 | Item no .08 Providing internal cement plaster 20mm. 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. |
| 31 | Item no .09 Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete. |
| 32 | Item no .10 Providing and fixing solid core flush door shutter commercial in single leaf 32 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel Hinges andcromium plated fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. |
| 33 | Item no .11 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.) |
| 34 | Item no .12 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, 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 complete. |
| 35 | Item no .13 Providing and laying 25mm to 30mm thick rough Shahabad Stone Flooring and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning etc. complete. |
| 36 | Item no .14 Providing and applying white-wash in two coats on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. |
| 37 | Item no .15 Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. |
| 38 | Item no .16 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, excluding primer coat cleaning and preparing the surface, watering for two days compl |
| 39 | Subwork No.4 Pump House 1 nos (Near Sump)Item no .01 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 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 40 | Item no .02 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 41 | Item no .03 Providing and laying in situ cement concrete M-15 / 1:3:6 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) |
| 42 | Item no .04 Providing uncoursed rubble masonry of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing-out water manually, striking joints on unexposed faces and watering complete. |
| 43 | Item no .05 Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) |
| 44 | Item no .05 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. (Bd-A-10/263) |
| 45 | Item no .06 Providing Bricks masonry in cement mortar 1:6 using Iind class Clay bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete. |
| 46 | Item no .07 Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap / granite /quartzite/ gneiss metal as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural complete, with fully automatic micro processor based PLC with steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand For R.C.C. columns Footing (M-20) |
| 47 | For R.C.C. columns |
| 48 | For R.C.C. Beam & Lintel |
| 49 | For R.C.C. Chajja |
| 50 | For R.C.C Slab |
| 51 | Item no .07 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions 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. |
| 52 | Item no .08 Providing internal cement plaster 20mm. 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. |
| 53 | Item no .09 Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete. |
| 54 | Item no .10 Providing and fixing solid core flush door shutter commercial in single leaf 32 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel Hinges andcromium plated fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. |
| 55 | Item no .11 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.) |
| 56 | Item no .12 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, 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 complete. |
| 57 | Item no .13 Providing and laying 25mm to 30mm thick rough Shahabad Stone Flooring and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning etc. complete. |
| 58 | Item no .14 Providing and applying white-wash in two coats on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. |
| 59 | Item no .15 Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. |
| 60 | Item no .16 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, excluding primer coat cleaning and preparing the surface, watering for two days compl |
| 61 | Subwork No.5 Pumping Machinery 10 HP,(2 NOS) Q=1.65LPS, H=147.74M Near River.Item No. 1 - 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 fopr various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V+/- 10%, Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraullc thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"sdesign. Antithrust stream lined non return valve shall be provided with the pump 3 m. Submersible copper conductor cable, in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump. A) 10 HP Submerssible Pumpset Q = 2.969 LPS, H = 149 Mtr. |
| 62 | Item No. 2 - Providing & fixing valves of following dia. Including all taxes central & local transportation all matrial & labour charges etc. comp.(A) 80 mm dia Sluice Valve CS-150 |
| 63 | (B) 80 mm dia Reflux Valve SG iron CS-150 |
| 64 | (C) 80 mm dia Kinetic Air Valve CS-150 |
| 65 | Item NO. 3- Providing & Supplying & laying ISI mark G.I. pipes of following dia.including all taxes central & local, transportation all labour etc. comp. (A) 80 mm dia. G.I. med class Pipe |
| 66 | Item No. 4: Providing and testing M.S Specials as per detailed specifications |
| 67 | Item No. 5 - Providing Fabricating erecting MS Flanges sleep on type(all Tables) of required size and thickness with both side machined. |
| 68 | Item No.6 - 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. |
| 69 | Item No.07- Pressure Gauge Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. |
| 70 | Item No. 8: Monorail Travelling Crane:- Providing, erecting Travelling Trolley of capacity as below with 6 m lift, tested to 50% over load |
| 71 | Item No. 09- 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 Engineerincharge 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. |
| 72 | Item No. 10 :- L.T. Control Panel Board - a)Designing, Providing , Errecting, Testing & Commissioning with Satsfactory Test & Trial of Various Panel Boards as per detailed specifications. |
| 73 | Item No. 11: Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. |
| 74 | b) Earthing GI Strip -Supplying & erecting G.I strips 20X4mm as per detailed specification |
| 75 | Item No. 12 :-Cables - Providing & Fixing flat flexible 3 core 6 sq mm PVC sheathed submersible type copper cable |
| 76 | b)1 x 3.5 x 25 sq.mm from MSEB supply to Panel to starter |
| 77 | Item No.13: Tools- Providing Tools as per detailed specifications attached |
| 78 | Item No. 14: Lighting- Providing erecting commissioning indoor & outdoor electrical work. Lighting shall comprise of point wiring, flouroscent fitting, with suitable size FR copper conductor n rigid PVC conduit etc as per detailed specifications. |
| 79 | Item No.16 :- Chain Pulley Block :-Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load |
| 80 | Item No.17: B.B Masonry Chamber: Providing & constructing B.B Masonry Chamber with 15 cm thick 1:3:6 proportion precast RCC frame & cover size of chamber 1.2X1.2X1.2M for flow meter. |
| 81 | Subwork No.6 Pumping Machinery 3 HP,(2 NOS) Q=1.65LPS, H=40 M Near River.Item No. 1 - 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 fopr various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V+/- 10%, Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraullc thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"sdesign. Antithrust stream lined non return valve shall be provided with the pump 3 m. Submersible copper conductor cable, in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump. A) 3.00 HP Monoblock Submerssible Pumpset |
| 82 | Item No. 2 - Providing & fixing valves of following dia. Including all taxes central & local transportation all matrial & labour charges etc. comp.(A) 50 mm dia Sluice Valve |
| 83 | (B) 50 mm dia Reflux Valve |
| 84 | (C) 40 mm dia Kinetic Air Valve |
| 85 | Item NO. 3- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.(A) 110 mm dia. HDPE 8 Kg/cm2 |
| 86 | Item No. 4: Providing and testing M.S Specials as per detailed specifications |
| 87 | Item No. 5 - Providing Fabricating erecting MS Flanges sleep on type(all Tables) of required size and thickness with both side machined. |
| 88 | Item No.6 - 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. |
| 89 | Item No.07- Pressure Gauge Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. |
| 90 | Item No. 8: Monorail Travelling Crane:- Providing, erecting Travelling Trolley of capacity as below with 6 m lift, tested to 50% over load |
| 91 | Item No. 09- 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 Engineerincharge 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. |
| 92 | Item No. 10 :- L.T. Control Panel Board - a)Designing, Providing , Errecting, Testing & Commissioning with Satsfactory Test & Trial of Various Panel Boards as per detailed specifications. |
| 93 | Item No. 11: Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP |
| 94 | b) Earthing GI Strip -Supplying & erecting G.I strips 20X4mm as per detailed specification |
| 95 | Item No. 12 :-Cables - Providing & Fixing flat flexible 3 core 6 sq mm PVC sheathed submersible type copper cable |
| 96 | b)1 x 3.5 x 25 sq.mm from MSEB supply to Panel to starter |
| 97 | Item No. 14: Lighting- Providing erecting commissioning indoor & outdoor electrical work. Lighting shall comprise of point wiring, flouroscent fitting, with suitable size FR copper conductor n rigid PVC conduit etc as per detailed specifications. |
| 98 | Item No.16 :- Chain Pulley Block :-Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark |
| 99 | Item No.17: B.B Masonry Chamber: Providing & constructing B.B Masonry Chamber with 15 cm thick 1:3:6 proportion precast RCC frame & cover size of chamber 1.2X1.2X1.2M for flow meter. |
| 100 | Item No.18: Floating Arrangement |
| 101 | Subwork No.7 Pumping Machinery 5 HP,(2 NOS) Q=0.827LPS,H=123M Near sump.Item No. 1 - 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 fopr various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V+/- 10%, Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraullc thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"sdesign. Antithrust stream lined non return valve shall be provided with the pump 3 m. Submersible copper conductor cable, in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump. A) 5.00 HP Submerssible Pumpset Q = 0.82 LPS, H = 145 Mtr. |
| 102 | Item No. 2 - Providing & fixing valves of following dia. Including all taxes central & local transportation all matrial & labour charges etc. comp.(A) 80 mm dia Sluice Valve CS-150 |
| 103 | (B) 80 mm dia Reflux Valve SG iron CS-150 |
| 104 | (C) 80 mm dia Kinetic Air Valve CS-150 |
| 105 | Item NO. 3- Providing & Supplying & laying ISI mark G.I. pipes of following dia.including all taxes central & local, transportation all labour etc. comp. (A) 80 mm dia. G.I. med class Pipe |
| 106 | Item No. 4: Providing and testing M.S Specials as per detailed specifications |
| 107 | Item No. 5 - Providing Fabricating erecting MS Flanges sleep on type(all Tables) of required size and thickness with both side machined. |
| 108 | Item No.6 - 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. |
| 109 | Item No.07- Pressure Gauge Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. |
| 110 | Item No. 8: Monorail Travelling Crane:- Providing, erecting Travelling Trolley of capacity as below with 6 m lift, tested to 50% over load |
| 111 | Item No. 09- 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 Engineerincharge 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. |
| 112 | Item No. 10 :- L.T. Control Panel Board - a)Designing, Providing , Errecting, Testing & Commissioning with Satsfactory Test & Trial of Various Panel Boards as per detailed specifications. |
| 113 | Item No. 11: Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP |
| 114 | b) Earthing GI Strip -Supplying & erecting G.I strips 20X4mm as per detailed specification |
| 115 | Item No. 12 :-Cables - Providing & Fixing flat flexible 3 core 6 sq mm PVC sheathed submersible type copper cable |
| 116 | b)1 x 3.5 x 25 sq.mm from MSEB supply to Panel to starter |
| 117 | Item No. 13: Lighting- Providing erecting commissioning indoor & outdoor electrical work. Lighting shall comprise of point wiring, flouroscent fitting, with suitable size FR copper conductor n rigid PVC conduit etc as per detailed specifications. |
| 118 | Item No.14 :- Chain Pulley Block :-Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark |
| 119 | Item No.15: B.B Masonry Chamber: Providing & constructing B.B Masonry Chamber with 15 cm thick 1:3:6 proportion precast RCC frame & cover size of chamber 1.2X1.2X1.2M for flow meter. |
| 120 | Subwork No.8 PR.Solar Pump 3 HP,(2 NOS) Q=0.827LPS,H=50.19M Pimpalmala well.Item No.1 The design, Manufacture, supply Installation, Commissioning and Testing of Solar photovoltaic water pumping system 3 H.P.D.C. submercible Pump- as per MNRE Specifications- Specifications of Solar Deep well (submersible) Pumping Systems with D.C. Motor Pump Set with Brushes orBrushless D.C. (B.L.D.C.) Technical Specification- 3H.P. Submersible pump for Water Supply Well / Borewell . B.L.D.C. (Min.3000 Wp PV Array). (1) Discharge 114000 litres per day from a total dynamic head of 30m. and Shut off dynamic head 45m or (2) Discharge 69000 litres per day from a total dynamic head of 50m. and Shut off dynamic head 70m or (3) Discharge 45000 litres per day from a total dynamic head of 70m. and Shut off dynamic head 100m PV Array should be as perIEC 61215 Specifications and qualify IEC 61730 part 1&2 testings , sufficient Cable 3 X 4 sq.mm. On off switch, dry run and lightening protection, Scope of work- supply, Installation, commissioning , Testing, third party inspection, Transportation , Insurance for 5 years, 5 years warrantee, 5 years repairs and maintenance, Remote monitoring System and applicable taxes. Necessary certificates, operation and maintenance manual etc. |
| 121 | Item No.2 Providing & erecting chain link fencing 1.6 mtr height with G I chain link of size 50 x 50 mm 8 SWG thick and fixed 75 mm above GL vertical M.S. angle of 40 x 40 x 6 mm size including excavating pits for foundation and embedded in cc block 1 :4: 8 mix of size 450 x 450 x 670 mm at 1.75 m centre to centre with iron bar 16 mm dia as a hold fast including welding link with angle frame at 30 cm centre to centre with nuts & bolts & horizontal MS angle at top & bottom of 25 x 25 x5 mm size & vertical MS flat 35 x 5 mm & 25 x5 mm horizontal including cross supports of 40 x 40 x 6 mm angle both sides at every corner embedded in cc block with 3 coat of oil painting etc complete (PWD DSR 2021-22,Pune Region BDW-46.39 Page No217) |
| 122 | Item No.3 Providing and Fixing mild steel grill gate as per the detailed drawing including hinges,locking arrangement and painting in three coats of oil paint of aproved colour and shed etc complete(Weight 18 Kg to 20 Kg Per Sq.m.) Spec.No. As directed by Engineer-in-charge . |
| 123 | Item No.4 PCC inside the Fencing - Providing & laying in situ following M150 C.C. of trap / granite/ gneiss metal for foundation & bedding including dewatering , form work , compacting & curing finishing etc. Complete inside solar tracker fencing |
| 124 | Item No.5 Information board of IEC . Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc. as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete |
| 125 | Item No.6 Information board of scheme Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc. as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete |
| 126 | Item No.7 Material & labour for vinyl painting of matter given by dept. in diff. colour |
| 127 | Subwork No.9 PR.Solar Pump 3 HP,(2 NOS) Q=0.153LPS,H=34.80M Near upsal vasti Pond.Item No.1 The design, Manufacture, supply Installation, Commissioning and Testing of Solar photovoltaic water pumping system 3 H.P.D.C. submercible Pump- as per MNRE Specifications- Specifications of Solar Deep well (submersible) Pumping Systems with D.C. Motor Pump Set with Brushes orBrushless D.C. (B.L.D.C.) Technical Specification- 3H.P. Submersible pump for Water Supply Well / Borewell . B.L.D.C. (Min.3000 Wp PV Array). (1) Discharge 114000 litres per day from a total dynamic head of 30m. and Shut off dynamic head 45m or (2) Discharge 69000 litres per day from a total dynamic head of 50m. and Shut off dynamic head 70m or (3) Discharge 45000 litres per day from a total dynamic head of 70m. and Shut off dynamic head 100m PV Array should be as perIEC 61215 Specifications and qualify IEC 61730 part 1&2 testings , sufficient Cable 3 X 4 sq.mm. On off switch, dry run and lightening protection, Scope of work- supply, Installation, commissioning , Testing, third party inspection, Transportation , Insurance for 5 years, 5 years warrantee, 5 years repairs and maintenance, Remote monitoring System and applicable taxes. Necessary certificates, operation and maintenance manual etc. |
| 128 | Item No.2 Providing & erecting chain link fencing 1.6 mtr height with G I chain link of size 50 x 50 mm 8 SWG thick and fixed 75 mm above GL vertical M.S. angle of 40 x 40 x 6 mm size including excavating pits for foundation and embedded in cc block 1 :4: 8 mix of size 450 x 450 x 670 mm at 1.75 m centre to centre with iron bar 16 mm dia as a hold fast including welding link with angle frame at 30 cm centre to centre with nuts & bolts & horizontal MS angle at top & bottom of 25 x 25 x5 mm size & vertical MS flat 35 x 5 mm & 25 x5 mm horizontal including cross supports of 40 x 40 x 6 mm angle both sides at every corner embedded in cc block with 3 coat of oil painting etc complete (PWD DSR 2021-22,Pune Region BDW-46.39 Page No217) |
| 129 | Item No.3 Providing and Fixing mild steel grill gate as per the detailed drawing including hinges,locking arrangement and painting in three coats of oil paint of aproved colour and shed etc complete(Weight 18 Kg to 20 Kg Per Sq.m.) Spec.No. As directed by Engineer-in-charge . |
| 130 | Item No.4 PCC inside the Fencing - Providing & laying in situ following M150 C.C. of trap / granite/ gneiss metal for foundation & bedding including dewatering , form work , compacting & curing finishing etc. Complete inside solar tracker fencing |
| 131 | Item No.5 Information board of IEC . Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc. as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete |
| 132 | Item No.6 Information board of scheme Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc. as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete |
| 133 | Item No.7 Material & labour for vinyl painting of matter given by dept. in diff. colour |
| 134 | Subwork No.10 Sump Near Hirve vasti 20 KL.Item No. 1 Designing (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 bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as Stainless Steel 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 Acrylic emulsion with Silicon additives Paint to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. GSR |
| 135 | Subwork No.11 Rising Main 100 mm DI (K-9) Total-2210m1. from River to Pr. ESR @Pimpal-Mala L=1910 M, 2. from Well to Pr. ESR @Pimpal-Mala L=150 M, 3. from Pond to Pr.GSR @Upsal Wasti L=150 MItem No.1 Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets.100 mm Dia DI K9 from River to Pr. ESR@ Pimpal-Mala |
| 136 | 100 mm Dia DI K9 from Well to Pr. ESR@ Pimpal-Mala |
| 137 | 100 mm Dia DI K9 from Pond to Pr. GSR@ Upsal Wasti |
| 138 | Item No : - 2 Providing and supplying ISI maek CI D/F reflux valve (Non-return valve)of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, trasportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valve 100 mm Dia |
| 139 | Item No : - 3 Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspectioncharges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM inall respect etc. complete.Sluice valve 100mm Dia for Washout |
| 140 | Item No : - 4 Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and qualityof following diameters including railwayfreight, inspection charges, unloading fromrailway wagons, loading into truck,transportation upto departmental stores,unloding and stacking excluding GST levied by GOI & GOM in all respect etc. completeAir valves 40 mm Dia |
| 141 | Item No : - 5 Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete.`P.N-1.0PRV 100mm Dia. |
| 142 | Item No.05 Providing, supplying, lowering & laying of D.I specials (Considering 5% of supply) |
| 143 | PART B - LABOURItem No : - 1Excavation 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 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 144 | Item No : - 2 Excavation for foundation / pipe trenches in 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. |
| 145 | Item No : - 3 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 area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 146 | Item No : - 4 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 allmeans. |
| 147 | Item No : - 5 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 148 | Item No : -6 Lowering laying and jointing with SBR ruber gaskets D.I. S/S pipes of various classes with DI / MS / CI specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour, giving hydraulic testing etc. complete. 100 mm Dia DI K9 from River to Pr. ESR@ Pimpal-Mala |
| 149 | 100 mm Dia DI K9 from Well to Pr. ESR@ Pimpal-Mala |
| 150 | 100 mm Dia DI K9 from Pond to Pr. GSR@ Upsal Wasti |
| 151 | Item No : - 7 Hydraulic testing of CI/DI pipe line to specified pressure including cost of all materials & labour and water to 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 guages & 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 suppiled by the contractor.100 mm Dia DI K9 from River to Pr. ESR@ Pimpal-Mala |
| 152 | 100 mm Dia DI K9 from Well to Pr. ESR@ Pimpal-Mala |
| 153 | 100 mm Dia DI K9 from Pond to Pr. GSR@ Upsal Wasti |
| 154 | Item No : -8 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 boltsand giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.)Reflux valve 100 mm Dia |
| 155 | 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.Sluice valve 100mm Dia for Washout |
| 156 | Item 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.)PRV 100mm Dia. |
| 157 | Item No : - 11 Providing and laying is situ , cement concrete in 1:2:4of trap/granite / quartze / gneiss metal for foundation and bedding including bailing-out water manually, fromwork , compacting , covering newly laid concrete.by gunny bag plastic or tarpaulin , curing etc. complete. ( Wooden planks/ shuttering will not be allowed ) b) 1:2:4 (M-150) grades for encasing |
| 158 | Item No : - 12 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 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 over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) For foudation on Murum and Harder srata 0 mm to 150 mm Dia. |
| 159 | Item No : - 12 Providing and constructing B.B. masonary valve chamber with 15cm thick PCC 1:3:6 bedding, including excavation, B.B. masonry in C.M. 1:5 proportion12mm thick cement plaster in cm 1:4 on both sides with providing and fixing C.I, manhole frame and cover in RCC 1:2:4 etc. complete as directed by Engineer-in-charge.Size 0.6X0.45X0.9 |
| 160 | Item No : - 13 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. |
| 161 | Subwork No.12 PR.GSR GAOTHAN 15000 LIT.Item No. 1 Designing (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 bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as Stainless Steel 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 Acrylic emulsion with Silicon additives Paint to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. GSR |
| 162 | Item No. 2:-Providing ISI mark GI. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete Inlet, outlet, OverflowG.I Pipe 100 mm.B class |
| 163 | Item No.3 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps excluding GST levied by Gol and GoM in all respect , transportation etc complete.Sluice Valve 100mm Dia (PN-1.6) |
| 164 | Item No. 4: Providing and testing M.S Specials as per detailed specifications |
| 165 | Subwork No.13 PR.GSR WASTI 20000 LITItem No. 1 Designing (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 bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as Stainless Steel 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 Acrylic emulsion with Silicon additives Paint to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. GSR |
| 166 | Item No. 2:-Providing ISI mark GI. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete Inlet, outlet, OverflowG.I Pipe 100 mm.B class |
| 167 | Item No.3 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps excluding GST levied by Gol and GoM in all respect , transportation etc complete.Sluice Valve 100mm Dia (PN-1.6) |
| 168 | Item No. 4: Providing and testing M.S Specials as per detailed specifications |
| 169 | Subwork No.14 PR.GSR 5000 LIT (UPASL VASTI)Item No. 1 Designing (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 bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as Stainless Steel 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 Acrylic emulsion with Silicon additives Paint to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. GSR |
| 170 | Item No. 2:-Providing ISI mark GI. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete Inlet, outlet, OverflowG.I Pipe 100 mm.B class |
| 171 | Item No.3 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps excluding GST levied by Gol and GoM in all respect , transportation etc complete.Sluice Valve 100mm Dia (PN-1.6) |
| 172 | Item No. 4: Providing and testing M.S Specials as per detailed specifications |
| 173 | Subwork No.15 PR.GSR/STORAGE 5000 LIT (KESRE VASTI)Item No. 1 Designing (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 bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as Stainless Steel 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 Acrylic emulsion with Silicon additives Paint to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. GSR |
| 174 | Item No. 2:-Providing ISI mark GI. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete Inlet, outlet, OverflowG.I Pipe 100 mm.B class |
| 175 | Item No.3 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps excluding GST levied by Gol and GoM in all respect , transportation etc complete.Sluice Valve 100mm Dia (PN-1.6) |
| 176 | Item No. 4: Providing and testing M.S Specials as per detailed specifications |
| 177 | Subwork No.16 PR.Gravity main 1. GI-CLASS B(80mm L-1532m)Providing ISI mark G.I.pipe of followng class and dia. Excluding GST levied by GOI and GOM in all respect including ispection charges, trasportation to stores,etc. complete GI Pipe 80 MM Dia. B Class |
| 178 | Item No : - 2 Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as pertest pressure, stainless steel spindle, caps,including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Sluice Valve 80mm Dia P.N-1.6 without bypass |
| 179 | Item No : - 3 Providing and supplying ISI maek CI D/F reflux valve (Non-return valve)of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, trasportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux Valve 80mm Dia. P.N-1.6 without bypass. |
| 180 | Item No : - 4 Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and qualityof following diameters including railwayfreight, inspection charges, unloading fromrailway wagons, loading into truck,transportation upto departmental stores,unloding and stacking excluding GST levied by GOI & GOM in all respect etc. completeAir Valve 40mm Dia. P.N-1.6 |
| 181 | Item No : - 5 Providing ,lowering ,laying ,jointing G.I Special of required size for distribution system (Considering 5% of supply) |
| 182 | PART B- LABOURItem No : - 1Excavation 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 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 183 | Item No : - 2 Excavation for foundation / pipe trenches in 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. |
| 184 | Item No : - 3 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 area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 185 | Item No : - 4 Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. |
| 186 | Item No : - 5 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 187 | Item No : - 6 Lowering,Laying and Jointing with G.I. Pipes and specials…..GI Pipe 80 MM Dia. B Class |
| 188 | Item No : - 7 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.GI Pipe 80 MM Dia. B Class |
| 189 | Item No : - 8 Lowering ,laying and fixing in proper alignment and position all type of Sluice Valve as directed by Engineer in charge .including cost conveyance from store to site of work ,all labour ,giving satsfactory hydraulic testing etc complete (for all class of Valve)Reflux & Sluice Valve |
| 190 | Item No : -9 Providing and laying is situ , cement concrete in 1:2:4of trap/granite / quartze / gneiss metal for foundation and bedding including bailing-out water manually, fromwork , compacting , covering newly laid concrete.by gunny bag plastic or tarpaulin , curing etc. complete. ( Wooden planks/ shuttering will not be allowed ) In PCC M-150 |
| 191 | Item No : -10 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. |
| 192 | Item No : -11 Providing and constructing B.B. masonary valve chamber with 15cm thick PCC1:3:6bedding, including excavation, B.B. masonry in C.M. 1:5 proportion12mm thick cement plaster in cm 1:4 on both sides with providing and fixing C.I, manhole frame and cover in RCC 1:2:4 etc. complete as directed by Engineer-in-charge.Size 0.6X0.45X0.9 |
| 193 | Item No : -12 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 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 over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) For foudation on Murum and Harder srata 0 mm to 150 mm Dia. |
| 194 | Subwork No.17 Distribution System Total L-11161m1.HDPE- 10 Kg/cm2 (75mm L-4468m) HDPE- 12.5 Kg/cm2 (90mm L-2280m)2. G.I Class B (25mm L=48 M; 40mm L=48 M; 50mm L-1852 M; 65mm L-218M;80mm L-2342M) Item No.1 Providing ISI mark G.I.pipe of followng class and dia. Excluding GST levied by GOI and GOM in all respect including ispection charges, trasportation to stores,etc. complete GI Pipe 25 MM Dia. B Class |
| 195 | GI Pipe 40 MM Dia. B Class |
| 196 | GI Pipe 50 MM Dia. B Class |
| 197 | GI Pipe 65 MM Dia. B Class |
| 198 | GI Pipe 80 MM Dia. B Class |
| 199 | Item No : - 2 H. D. P. E. PIPES Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.90 mm Dia. 12.5 Kg /Cm2 |
| 200 | 75 mm Dia. 10 Kg /Cm2 |
| 201 | Item No : - 3 Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as pertest pressure, stainless steel spindle, caps,including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Sluice Valve 50mm Dia |
| 202 | Sluice Valve 65 mm Dia |
| 203 | Sluice Valve 80 mm Dia |
| 204 | Item No : - 4 Providing ,lowering ,laying ,jointing G.I & HDPE Special of required size for distribution system |
| 205 | PART B- LABOURItem 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 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 206 | Item No : - 2 Excavation for foundation / pipe trenches in 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. |
| 207 | Item No : - 3 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 area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 208 | Item No : - 4 Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. |
| 209 | Item No : - 5 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 210 | Item No : - 6 Lowering,Laying and Jointing with G.I. Pipes and specials…..GI Pipe 25 MM Dia. B Class |
| 211 | GI Pipe 40 MM Dia. B Class |
| 212 | GI Pipe 50 MM Dia. B Class |
| 213 | GI Pipe 65 MM Dia. B Class |
| 214 | GI Pipe 80 MM Dia. B Class |
| 215 | Item No : - 6 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 ISCode 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 charge90 mm Dia. 12.5 Kg /Cm2 |
| 216 | 75 mm Dia. 10 Kg /Cm2 |
| 217 | Item No.7 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 necessary and reinstating to original position..90 mm Dia. 12.5 Kg /Cm2 |
| 218 | 75 mm Dia. 10 Kg /Cm2 |
| 219 | Item No : - 8 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.GI Pipe 25 MM Dia. B Class |
| 220 | GI Pipe 40 MM Dia. B Class |
| 221 | GI Pipe 50 MM Dia. B Class |
| 222 | GI Pipe 65 MM Dia. B Class |
| 223 | GI Pipe 80 MM Dia. B Class |
| 224 | Item No : - 9 Lowering ,laying and fixing in proper alignment and position all type of Sluice Valve as directed by Engineer in charge .including cost conveyance from store to site of work ,all labour ,giving satsfactory hydraulic testing etc completeSluice Valve 50mm Dia |
| 225 | Item No : -9 Providing and laying is situ , cement concrete in 1:2:4of trap/granite / quartze / gneiss metal for foundation and bedding including bailing-out water manually, fromwork , compacting , covering newly laid concrete.by gunny bag plastic or tarpaulin , curing etc. complete. ( Wooden planks/ shuttering will not be allowed ) In PCC M-150 |
| 226 | Item No : -10 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. |
| 227 | Item No : -11 Providing and constructing B.B. masonary valve chamber with 15cm thick PCC1:3:6bedding, including excavation, B.B. masonry in C.M. 1:5 proportion12mm thick cement plaster in cm 1:4 on both sides with providing and fixing C.I, manhole frame and cover in RCC 1:2:4 etc. complete as directed by Engineer-in-charge.Size 0.6X0.45X0.9 |
| 228 | Item No : -12 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.Size 100 mm x 225 mm (20 kg) |
| 229 | Sub Work No. 18:- Service Connection Item No. 1 Providing and making HDPE/PVC pipe consumer service connection on distribution main by drilling holes with suitable means, including all labour. HDPE/PVC pipe of required length with or without road crossing as described below including saddle/clamp saddle of suitable material ---as directed by Engineer in charge. With road crossing 15 mm service connection (without watermeter) |
| 230 | Without road crossing 15 mm service connection (without watermeter) |
| 231 | Subwork No.19 Online Filter 10m3/hr @Near SumpItem No.1: Designing Providing. Commissioning Online Drinking Water filtration Plant on turnkey basis for rural water supply schemes of following capacity. The item includes Chlorine dosing system. |Pressure sand filter, Activated carban filter, including providing necessary media for sand filter and carbon filter providing and laying necessary interconnecting UPVC Piping including giving necessary hydraulic and water quality testing ete compiete as directed by Engineer-in charge. The rate includes loading, unloading at site, all taxes/excise and other duties, Fright & octroi, insurance. tranportation, storage facility, welding facility, temporary electrical connection/hire charges, chemicals required for commissioning, Electrical work, Cabling, Cable Tray etc. up to panel, Earthing to all motors, third party inspection charges, Transit insurance, all other insurance at site and 3rd party liability and public liability etc. alongwith 1 months warrenty period. the rate also includes operation &maintenanace by trained and skilled manpower for a period of 24 Months including record keeping, log books. Laboratory reports. 10 m3/hr |
| 232 | Subwork No.20 Display Information BoardItem No.1: Providing and fixing board displaying information, such as \"Name of work ,Tender cost ,Nam eof Contractor, Work completion and liability period etc\" ,having rectangular shape of 1.20mx0.90 m size made out 18 gauge (1.25mm)thick mild steel sheet painted with one coat of Zinc chromatestoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border /messages/ symbols etc. with approved colour shade paint complete, on M.S. angle of size 35x35x3mm frame with properlycrossbraced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65mmx65mmx6mm ,3.65 m long painted with lternate black and white bands of 25cm width including all fixtures etc. and fixing the board sin1:4:8 concrete block of size 60cmx60cmx75cm including ,excavation, refilling ,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 233 | Subwork No.21 Trial RunItem No.1: Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirement of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, toghether with training of personnel spared by MJP/ Local Body and handling over the scheme to local body and handling over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.a) For Single Village (1 Months) |
| 234 | Subwork No.22 Solar 3.0 HP (OFF-Grid) for floating pumpItem No.1 The design, Manufacture, supply Installation, Commissioning and Testing of Solar photovoltaic water pumping system 3 H.P.D.C. submercible Pump- as per MNRE Specifications- Specifications of Solar Deep well (submersible) Pumping Systems with D.C. Motor Pump Set with Brushes orBrushless D.C. (B.L.D.C.) Technical Specification- 3H.P. Submersible pump for Water Supply Well / Borewell . B.L.D.C. (Min.3000 Wp PV Array). (1) Discharge 114000 litres per day from a total dynamic head of 30m. and Shut off dynamic head 45m or (2) Discharge 69000 litres per day from a total dynamic head of 50m. and Shut off dynamic head 70m or (3) Discharge 45000 litres per day from a total dynamic head of 70m. and Shut off dynamic head 100m PV Array should be as perIEC 61215 Specifications and qualify IEC 61730 part 1&2 testings , sufficient Cable 3 X 4 sq.mm. On off switch, dry run and lightening protection, Scope of work- supply, Installation, commissioning , Testing, third party inspection, Transportation , Insurance for 5 years, 5 years warrantee, 5 years repairs and maintenance, Remote monitoring System and applicable taxes. Necessary certificates, operation and maintenance manual etc. |
| 235 | Item No.2 Providing & erecting chain link fencing 1.6 mtr height with G I chain link of size 50 x 50 mm 8 SWG thick and fixed 75 mm above GL vertical M.S. angle of 40 x 40 x 6 mm size including excavating pits for foundation and embedded in cc block 1 :4: 8 mix of size 450 x 450 x 670 mm at 1.75 m centre to centre with iron bar 16 mm dia as a hold fast including welding link with angle frame at 30 cm centre to centre with nuts & bolts & horizontal MS angle at top & bottom of 25 x 25 x5 mm size & vertical MS flat 35 x 5 mm & 25 x5 mm horizontal including cross supports of 40 x 40 x 6 mm angle both sides at every corner embedded in cc block with 3 coat of oil painting etc complete |
| 236 | Item No.3 Providing and Fixing mild steel grill gate as per the detailed drawing including hinges,locking arrangement and painting in three coats of oil paint of aproved colour and shed etc complete(Weight 18 Kg to 20 Kg Per Sq.m.) Spec.No. As directed by Engineer-in-charge . |
| 237 | Item No.4 PCC inside the Fencing - Providing & laying in situ following M150 C.C. of trap / granite/ gneiss metal for foundation & bedding including dewatering , form work , compacting & curing finishing etc. Complete inside solar tracker fencing |
| 238 | Item No.5 Information board of IEC . Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc. as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete |
| 239 | Item No.6 Information board of scheme Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc. as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete |
| 240 | Item No.7 Material & labour for vinyl painting of matter given by dept. in diff. colour |
| 241 | Subwork No.23 Solar 5.0 HP (On-Grid) for HabitationItem No.1: Supplying, installing, testing and commissioning of following Capacity Solar on grid solar power pack with GI Mounting structure and inter connecting wires/cables without battery bank SPV modules and Solar power conditioning unit of required capacity complete, with 5 year on site performance warrantee. Specification no. ESD-RTONG-11KWPLoad Calculation= 5BHP = 5HP*0.746*8/4Units per KWP =7.46 KWP Say 8 KWP |
| 242 | Item No.2: Supplying and erecting Solar Net Metering system at Proposed for PWS scheme including Solar Net Meter, Panel cables Earthing etc complete |
| 243 | Item No.3 Providing & erecting chain link fencing 1.6 mtr height with G I chain link of size 50 x 50 mm 8 SWG thick and fixed 75 mm above GL vertical M.S. angle of 40 x 40 x 6 mm size including excavating pits for foundation and embedded in cc block 1 :4: 8 mix of size 450 x 450 x 670 mm at 1.75 m centre to centre with iron bar 16 mm dia as a hold fast including welding link with angle frame at 30 cm centre to centre with nuts & bolts & horizontal MS angle at top & bottom of 25 x 25 x5 mm size & vertical MS flat 35 x 5 mm & 25 x5 mm horizontal including cross supports of 40 x 40 x 6 mm angle both sides at every corner embedded in cc block with 3 coat of oil painting etc complete |
| 244 | Item No.4 Providing and Fixing mild steel grill gate as per the detailed drawing including hinges,locking arrangement and painting in three coats of oil paint of aproved colour and shed etc complete(Weight 18 Kg to 20 Kg Per Sq.m.) Spec.No. As directed by Engineer-in-charge . |
| 245 | Item No.5 PCC inside the Fencing - Providing & laying in situ following M150 C.C. of trap / granite/ gneiss metal for foundation & bedding including dewatering , form work , compacting & curing finishing etc. Complete inside solar tracker fencing |
| 246 | Item No.6 Information board of IEC . Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc. as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete |
| 247 | Item No.7 Information board of scheme Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc. as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete |
| 248 | Item No.8 Material & labour for vinyl painting of matter given by dept. in diff. colour |
| 249 | Subwork No.24 Solar 10.0 HP (On-Grid) for HabitationItem No.1: Supplying, installing, testing and commissioning of following Capacity Solar on grid solar power pack with GI Mounting structure and inter connecting wires/cables without battery bank SPV modules and Solar power conditioning unit of required capacity complete, with 5 year on site performance warrantee. Specification no. ESD-RTONG-11KWPLoad Calculation= 10BHP = 10.00HP*0.746*8/4Units per KWP =15 KWP |
| 250 | Item No.2: Supplying and erecting Solar Net Metering system at Proposed for PWS scheme including Solar Net Meter, Panel cables Earthing etc complete |
| 251 | Item No.3 Providing & erecting chain link fencing 1.6 mtr height with G I chain link of size 50 x 50 mm 8 SWG thick and fixed 75 mm above GL vertical M.S. angle of 40 x 40 x 6 mm size including excavating pits for foundation and embedded in cc block 1 :4: 8 mix of size 450 x 450 x 670 mm at 1.75 m centre to centre with iron bar 16 mm dia as a hold fast including welding link with angle frame at 30 cm centre to centre with nuts & bolts & horizontal MS angle at top & bottom of 25 x 25 x5 mm size & vertical MS flat 35 x 5 mm & 25 x5 mm horizontal including cross supports of 40 x 40 x 6 mm angle both sides at every corner embedded in cc block with 3 coat of oil painting etc complete |
| 252 | Item No.4 Providing and Fixing mild steel grill gate as per the detailed drawing including hinges,locking arrangement and painting in three coats of oil paint of aproved colour and shed etc complete(Weight 18 Kg to 20 Kg Per Sq.m.) Spec.No. As directed by Engineer-in-charge . |
| 253 | Item No.5 PCC inside the Fencing - Providing & laying in situ following M150 C.C. of trap / granite/ gneiss metal for foundation & bedding including dewatering , form work , compacting & curing finishing etc. Complete inside solar tracker fencing |
| 254 | Item No.6 Information board of IEC . Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc. as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete |
| 255 | Item No.7 Information board of scheme Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc. as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete |
| 256 | Item No.8 Material & labour for vinyl painting of matter given by dept. in diff. colour Please Enable Macros to View BoQ information |
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