Rural Development Department has published Tender For Jal Jeevan Mission Water Supply Projectfor Koregaon Tal Karjat Dist. Ahmednagar. Submission Date for this Tender is 07-12-2022. Water Supply Project Tenders in ahmednagar Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Sub Work No.1 Ex. Percolation Well (6x15m) Deepening 8m At Rajput WadiItem No 1 :- Drilling 150 mm dia. borewell by drilling machine upto required depth including all labour and transporation etc. complete. Inwell Bore |
| 2 | Item No 2 :-Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, ConnectingFor Head works on nalla or any other site of GSDA for initial Lift of 0 to 1.5M |
| 3 | Lift 15.00 to 16.50m |
| 4 | Lift 16.50 to 18.00 m |
| 5 | Lift 18.00 to 19.50 m |
| 6 | Lift 19.50 to 20.00 m |
| 7 | Lift 20.00 to 21.50 m |
| 8 | Lift 21.50 to 23.00 m |
| 9 | Item No 5 :- Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches/well works by using pumps and other devices including disposing off water to safe distance as directed by engineer in charge (including cost of machinery,fuel,labour) etc.complete. |
| 10 | Item No 7 :- Providing and laying in situ following grades of CC of trap/granite/quartzite/gneiss metal of approved quality for RCC work as per detailed design and drawing or as directed by engineer in charge including normal dewatering centring formwork,compacting, finishing the formed surface with c.m.1:3of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing etc. complete a)For RCC M-200 Grade vertical walls |
| 11 | Item No 8 :- Providing and fixing in position steel bar reinforcement of various dia. For RCC piles, caps, footings, foundations, slabs,beams,columns, canopies, staircases newels,lintels,chajjas,pardies,coping, fins, arches etc. as per detailed design drawing and schedule including cutting,bending,hooking the bars binding with wire or tack welding and supporting as required etc. complete (including cost of binding wire) TOR steel |
| 12 | Item No 9 :- Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. 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 25,000 |
| 13 | Item No 11 :- Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts. |
| 14 | Item No 12 :- Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge. |
| 15 | Item No 13 :- Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting, of approved quality and shade, etc. complete.Size 200X100x5.70 mm |
| 16 | Item No 14 :- Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 17 | Sub Work No.2 Percolation well (6 X 15Mtr) At Galandewadi Talab Item No 1 :- Drilling 150 mm dia. borewell by drilling machine upto required depth including all labour and transporation etc. complete. Inwell Bore |
| 18 | Item No 2 :-Excavation in general in soft material comprising of soft soil,soft murum, sand, hardmurum with boulders in wet or dry condition for headworks I.e.Intake well connecting pipe jackwell, pumphouse, supply well etc. for lift 0to 1.50 m including barricating guarding disposing off surplus excavated stuff within a radius of 0.50 m as directed by engineer in charge etc.complete excluding refillingFor Head works on nalla or any other site of GSDA for initial Lift of 0 to 1.5M |
| 19 | Item No 2 :-Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head works on nalla or any other site of GSDA for initial Lift of 0 to 1.5M |
| 20 | Lift 1.50 to 3.00 m |
| 21 | Lift3.00 to 4.50 m |
| 22 | Lift 4.50 to 6.00 m |
| 23 | Lift 6.00 to 7.50 m |
| 24 | Lift7.50 to 9.00 m |
| 25 | Lift 9.00 to 10.50 m |
| 26 | Lift 10.50 to 12.00 m |
| 27 | Lift 12.00 to 13.50 m |
| 28 | Lift 13.50 to 15.00 m |
| 29 | Item No 5 :- Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches/well works by using pumps and other devices including disposing off water to safe distance as directed by engineer in charge (including cost of machinery,fuel,labour) etc.complete. |
| 30 | Item No 7 :- Providing and laying in situ following grades of CC of trap/granite/quartzite/gneiss metal of approved quality for RCC work as per detailed design and drawing or as directed by engineer in charge including normal dewatering centring formwork,compacting, finishing the formed surface with c.m.1:3of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing etc. complete a)For RCC M-200 Grade beams |
| 31 | b)For RCC M-200 Grade vertical walls |
| 32 | Item No 8 :- Providing and fixing in position steel bar reinforcement of various dia. For RCC piles, caps, footings, foundations, slabs,beams,columns, canopies, staircases newels,lintels,chajjas,pardies,coping, fins, arches etc. as per detailed design drawing and schedule including cutting,bending,hooking the bars binding with wire or tack welding and supporting as required etc. complete (including cost of binding wire) TOR steel |
| 33 | Item No 9 :- Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. 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 25,000 |
| 34 | Item No 11 :- Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts. |
| 35 | Item No 12 :- Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge. |
| 36 | Item No 13 :- Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting, of approved quality and shade, etc. complete.Size 200X100x5.70 mm |
| 37 | Item No 14 :- Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 38 | Item No 14 :- 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. |
| 39 | Sub Work No.3 Ex. Percolation Well (6x15m) Deepening 8m At Satvaiwadi Talab Item No 1 :- Drilling 150 mm dia. borewell by drilling machine upto required depth including all labour and transporation etc. complete. Inwell Bore |
| 40 | Item No 2 :-Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, ConnectingFor Head works on nalla or any other site of GSDA for initial Lift of 0 to 1.5M |
| 41 | Lift 15.00 to 16.50m |
| 42 | Lift 16.50 to 18.00 m |
| 43 | Lift 18.00 to 19.50 m |
| 44 | Lift 19.50 to 20.00 m |
| 45 | Lift 20.00 to 21.50 m |
| 46 | Lift 21.50 to 23.00 m |
| 47 | Item No 5 :- Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches/well works by using pumps and other devices including disposing off water to safe distance as directed by engineer in charge (including cost of machinery,fuel,labour) etc.complete. |
| 48 | Item No 7 :- Providing and laying in situ following grades of CC of trap/granite/quartzite/gneiss metal of approved quality for RCC work as per detailed design and drawing or as directed by engineer in charge including normal dewatering centring formwork,compacting, finishing the formed surface with c.m.1:3of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing etc. complete a)For RCC M-200 Grade vertical walls |
| 49 | Item No 8 :- Providing and fixing in position steel bar reinforcement of various dia. For RCC piles, caps, footings, foundations, slabs,beams,columns, canopies, staircases newels,lintels,chajjas,pardies,coping, fins, arches etc. as per detailed design drawing and schedule including cutting,bending,hooking the bars binding with wire or tack welding and supporting as required etc. complete (including cost of binding wire) TOR steel |
| 50 | Item No 9 :- Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. 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 25,000 |
| 51 | Item No 11 :- Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts. |
| 52 | Item No 12 :- Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge. |
| 53 | Item No 13 :- Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting, of approved quality and shade, etc. complete.Size 200X100x5.70 mm |
| 54 | Item No 14 :- Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 55 | Sub Work No.4 : Construction of Switch Room (2.5 X 2.5 X3.0 M) At Pro. Well Galandewadi Talab Well 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 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 56 | Item No. 2 Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters 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 back filling etc. complete. |
| 57 | Item No.3 : Providing and laying in situ 1:3:6 (M-100) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level. |
| 58 | Item No.4 : Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Footing M-200 |
| 59 | Item No.5 : Providing and casting in situ Cement Concrete of metal of approved quality for RCC work as per detailed deawings and designs or as directed by Engineer-in-charge including normal dewatering, centering,form work, compaction, finishing the formed surface curing,etc. complete. Use of L & T, A.C.C. , Ambuja , Birla Gold , Manikgad, Rajashree, etc. cement is permitted.RCC M-200 A) RCC Column |
| 60 | B) Beam and Lintel |
| 61 | C) Chajja in M-200 |
| 62 | D) Slab in M-200 |
| 63 | Item No.6 : Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel. |
| 64 | Item No.7 : 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. |
| 65 | Item No.8 :Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete. |
| 66 | Item No.9 : Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. |
| 67 | Item No.10 : Providing internal & external electrification of switch room including cost of all material & labour shown in rate analysis etc. complete. |
| 68 | Item No.11 : Providing 2nd Class B.B masonary with conventional bricks in CM as below in super structureinner walls / external walls including normal dewatering, striking joints on unexposed faces, raking out joints on exposed faces and watering etc complete in Cement Mortor (1:6) A) In Foundation |
| 69 | B) In Super Structure |
| 70 | Item No.12 : 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.) |
| 71 | Item No.13 :Providing and fixing single leaf panelled door shutter without fanlight and shutter 35 mm thick as per drawing consisting of Ghana T.W. top rail size 100mm x 35 mm and bottom and lock rail 200mm x 35mm insert panel 12 mm thick commercial ply faced T.W. particle board with phenol formaldehyde synthetic resin (Generally confirming to ISI 3097) excluding frame, including stainless steel fixtures fastening and T.W. beading at junction of panels inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. |
| 72 | Item No.14 : Providing and fixing frame with / without ventilator of size as specified with Country cutteak woodfor doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete |
| 73 | Item No.15 : 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. |
| 74 | Item No.16 : Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete. |
| 75 | Item No.17 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. |
| 76 | Item No. 18 : Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour tonew plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. |
| 77 | Item No. 19 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.) etc. complete. |
| 78 | Item NO. 20 Providing & laying rough Shahabad Stone flooring 40mm to 50 mm thick & of required width in plain/diamond pattern on a bed of 1:6 C.M including cement float,striking joints,pointing in cement morter 1:3 curing & cleaning etc. complete ( Bd-M-1/379) |
| 79 | Sub Work No.5 : Construction of Switch Room (2.5 X 2.5 X3.0 M) At Ex. Well Satvaiwadi Talab Well 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 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 80 | Item No. 2 Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters 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 back filling etc. complete. |
| 81 | Item No.3 : Providing and laying in situ 1:3:6 (M-100) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level. |
| 82 | Item No.4 : Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Footing M-200 |
| 83 | Item No.5 : Providing and casting in situ Cement Concrete of metal of approved quality for RCC work as per detailed deawings and designs or as directed by Engineer-in-charge including normal dewatering, centering,form work, compaction, finishing the formed surface curing,etc. complete. Use of L & T, A.C.C. , Ambuja , Birla Gold , Manikgad, Rajashree, etc. cement is permitted.RCC M-200 A) RCC Column |
| 84 | B) Beam and Lintel |
| 85 | C) Chajja in M-200 |
| 86 | D) Slab in M-200 |
| 87 | Item No.6 : Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel. |
| 88 | Item No.7 : 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. |
| 89 | Item No.8 :Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete. |
| 90 | Item No.9 : Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. |
| 91 | Item No.10 : Providing internal & external electrification of switch room including cost of all material & labour shown in rate analysis etc. complete. |
| 92 | Item No.11 : Providing 2nd Class B.B masonary with conventional bricks in CM as below in super structureinner walls / external walls including normal dewatering, striking joints on unexposed faces, raking out joints on exposed faces and watering etc complete in Cement Mortor (1:6) A) In Foundation |
| 93 | B) In Super Structure |
| 94 | Item No.12 : 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.) |
| 95 | Item No.13 :Providing and fixing single leaf panelled door shutter without fanlight and shutter 35 mm thick as per drawing consisting of Ghana T.W. top rail size 100mm x 35 mm and bottom and lock rail 200mm x 35mm insert panel 12 mm thick commercial ply faced T.W. particle board with phenol formaldehyde synthetic resin (Generally confirming to ISI 3097) excluding frame, including stainless steel fixtures fastening and T.W. beading at junction of panels inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. |
| 96 | Item No.14 : Providing and fixing frame with / without ventilator of size as specified with Country cutteak woodfor doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete |
| 97 | Item No.15 : 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. |
| 98 | Item No.16 : Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete. |
| 99 | Item No.17 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. |
| 100 | Item No. 18 : Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour tonew plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. |
| 101 | Item No. 19 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.) etc. complete. |
| 102 | Item NO. 20 Providing & laying rough Shahabad Stone flooring 40mm to 50 mm thick & of required width in plain/diamond pattern on a bed of 1:6 C.M including cement float,striking joints,pointing in cement morter 1:3 curing & cleaning etc. complete ( Bd-M-1/379) |
| 103 | Sub Work No.6 : Pure Water Pumping Machinery ( 17.5 HP 1W + 1S-Existing well for gaothan) Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump.(17.50 H.P PUMP SET, Q =26695lph, H = 80Mtr.) |
| 104 | Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. 80 MM dia. G.I. pipe Medium class |
| 105 | Providing & fixing of M.S. clamps for holding 65 mm dia G.I. pipe. |
| 106 | 3 core PVC insulated, PVC sheathedcopperconductor flat submersible cable Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. (3 core 10 sq mm) |
| 107 | Supplying & erecting G.I. pipe ‘A’ class 25 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE. 25 MMDia. GI PIPE |
| 108 | Making trench in soft soil having 0.75 m depth and minimum 0.3 m width for laying provided cables up to voltage level of 1.1kV complete As per specification No. CW-EXN-CTR |
| 109 | Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.C. Submersible/centrifugal pump set upto 10 - 15 HP consisting of Star Delta starter having relay range 13-22 Amp, S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc . 17.50 HP |
| 110 | Providing tools for pumping machinary |
| 111 | Aluminium conductor 4 Core, XLPE / PVC insulated & armoured cable Supplying and erecting, XLPE / PVC insulated, annoured cable 1100 V grade with ISi mark Four core, solid/ stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer withG.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner. |
| 112 | Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete. |
| 113 | EARTHINGSupplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP |
| 114 | Providing & fixing 100 mm dia. Pressure gauge. |
| 115 | Providing and errecting triple spurn gear Chain pully 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 IS mark (1 MT capacity) |
| 116 | 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 |
| 117 | Reflux Valve 80mm Dia |
| 118 | Item No. 15 :Lowering & Laying double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test 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 |
| 119 | Reflux Valve 80mm Dia |
| 120 | Sub Work No.7 : Pure Water Pumping Machinery ( 3 HP 1W + 1S-at propose well for Galande wasti) Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump.(3 H.P PUMP SET, Q = 6548lph, H = 32Mtr.) |
| 121 | Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. 65 MM dia. G.I. pipe Medium class |
| 122 | Providing & fixing of M.S. clamps for holding 65 mm dia G.I. pipe. |
| 123 | 3 core PVC insulated, PVC sheathedcopperconductor flat submersible cable Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. (3 core 10 sq mm) |
| 124 | Supplying & erecting G.I. pipe ‘A’ class 25 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE. 25 MMDia. GI PIPE |
| 125 | Making trench in soft soil having 0.75 m depth and minimum 0.3 m width for laying provided cables up to voltage level of 1.1kV complete As per specification No. CW-EXN-CTR |
| 126 | Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.C. Submersible/centrifugal pump set upto 10 - 15 HP consisting of Star Delta starter having relay range 13-22 Amp, S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc . 3.00 HP |
| 127 | Providing tools for pumping machinary |
| 128 | Aluminium conductor 4 Core, XLPE / PVC insulated & armoured cable Supplying and erecting, XLPE / PVC insulated, annoured cable 1100 V grade with ISi mark Four core, solid/ stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer withG.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner. |
| 129 | Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete. |
| 130 | EARTHINGSupplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP |
| 131 | Providing & fixing 100 mm dia. Pressure gauge. |
| 132 | Providing and errecting triple spurn gear Chain pully 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 IS mark (1 MT capacity) |
| 133 | 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 65mm Dia |
| 134 | Reflux Valve 65mm Dia |
| 135 | Lowering & Laying double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test 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 65mm Dia |
| 136 | Reflux Valve 65mm Dia |
| 137 | Sub Work No.8 : Pure Water Pumping Machinery ( 7.5 HP 1W + 1S-at exist well Satvai Vasti Talab) Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump.(7.50 H.P PUMP SET, Q = 37285lph, H = 56Mtr.) |
| 138 | Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. 65 MM dia. G.I. pipe Medium class |
| 139 | Providing & fixing of M.S. clamps for holding 65 mm dia G.I. pipe. |
| 140 | 3 core PVC insulated, PVC sheathedcopperconductor flat submersible cable Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. (3 core 10 sq mm) |
| 141 | Supplying & erecting G.I. pipe ‘A’ class 25 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE. 25 MMDia. GI PIPE |
| 142 | Making trench in soft soil having 0.75 m depth and minimum 0.3 m width for laying provided cables up to voltage level of 1.1kV complete As per specification No. CW-EXN-CTR |
| 143 | Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.C. Submersible/centrifugal pump set upto 10 - 15 HP consisting of Star Delta starter having relay range 13-22 Amp, S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc . 3.00 HP |
| 144 | Providing tools for pumping machinary |
| 145 | Aluminium conductor 4 Core, XLPE / PVC insulated & armoured cable Supplying and erecting, XLPE / PVC insulated, annoured cable 1100 V grade with ISi mark Four core, solid/ stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer withG.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner. |
| 146 | Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete. |
| 147 | EARTHINGSupplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP |
| 148 | Providing & fixing 100 mm dia. Pressure gauge. |
| 149 | Providing and errecting triple spurn gear Chain pully 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 IS mark (1 MT capacity) |
| 150 | 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 65mm Dia |
| 151 | Reflux Valve 65mm Dia |
| 152 | Lowering & Laying double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test 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 65mm Dia |
| 153 | Reflux Valve 65mm Dia |
| 154 | Sub Work No.9 Pure Water Rising Main Length= 10880Mtrs. c) 90mm 6Kg/Cm2=7230Mtrs.d) 110mm 6Kg/Cm2=3230Mtrs.Item No 1 :- Excavation for foundation/pipe trenches in earth,soil of all types,sand,gravel and soft murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. (Bd-A1/259) |
| 155 | Item No 2 :- Excavation for foundation/pipe trenches in hard murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. |
| 156 | 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 with all lead and lifts, stacking and spreading as directed by engineer in charge, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. |
| 157 | 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 |
| 158 | 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. |
| 159 | Item No 6 :- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 /13488 (Latest version) 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. H.D.P.E. PIPE ( PE-100) b) 140 mm 6 Kg/ Cm 2 |
| 160 | c) 90mm 6Kg/Cm2 |
| 161 | d) 110mm 6Kg/Cm2 |
| 162 | Item No 7 :- Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II H.D.P.E. PIPE ( PE-100) b) 140 mm 6 Kg/ Cm 2 |
| 163 | c) 90mm 6Kg/Cm2 |
| 164 | d) 110mm 6Kg/Cm2 |
| 165 | Item No 8 :- 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. |
| 166 | Item No 9 :- Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS1239/2004 150 mm dia medium duty |
| 167 | 100mm dia medium duty |
| 168 | 80mm dia medium duty |
| 169 | Item No 10 :- 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. 150mm dia medium duty |
| 170 | 100mm dia medium duty |
| 171 | 80mm dia medium duty |
| 172 | Item No 11:- Providing and supplying Air Valves as per IS14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete. a) Air Valve Double Ball Flanged Type - PN -1 --- -50 mm dia |
| 173 | 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.) |
| 174 | Item No 13 :- Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test 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. a) sluice valve PN-1 100MM DIA |
| 175 | a) sluice valve PN-1 80MM DIA |
| 176 | Item No 15 :- Lowering laying and jointing in position following class and dia. C.I. Reflux valves, butterfly valves and sluice valve including cost of all labour jointing material including nutbolt and giving satisfactory hydraulic testing etc. complete. a) sluice valve PN-1 100 MM DIA |
| 177 | a) sluice valve PN-1 80MM DIA |
| 178 | Item No 16 :- Providing & constructing B.B.Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation, BB Masonry in CM 1:5 proportion precast RCC Frame and cover etc. complete as directed by engineer in charge( Note wall thickness 0.23 mtrs for depth of 1.20 m and 0.35 for balance depth exceeding 1.2m (a) As above of 0.90mx0.60m internal size and depth upto 1.20 M with precast RCC frame and cover. |
| 179 | Item No 17 :- Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete. PCC M-150 |
| 180 | Item No 21 :- 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.. b)140 mm 6 Kg/ Cm 2 |
| 181 | c) 90mm 6Kg/Cm2 |
| 182 | d) 110mm 6Kg/Cm2 |
| 183 | Item No 22 :- Providing & supplying PVC/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.) |
| 184 | Sub work 10 :RCC ESR Capacity of 95000 Liters, for 12 Meter StagingItem no 1 :Designing and constructing R.C.C Elevated service reservoir of following capacity with RCC staging consisting of columns, internal and external bracings,spaced vertically not more than 4.5 m c/c including excavation in all types of strata foundation concrete cement concrete with waterproofing compound to the insideface of the container including refilling disposing of the surplus stuff within a lead of 50 m all labour and material charges including lowering, laying, errrecting, oisting and jointing of pipe assembly of inlet,outlet,washout,overflow and byepass arrangement as per departmental design providing and fixing accessories such as M.S.ladder, C.I.manhole frame and cover water level indicators, Lightening conductors G.I.pipe railing around walkway and top slab, providing spiral staircase from ground level to roof level,B.B.masonry chambers for all valves,ventilating shafts,providing and applying three coats of cement paint to the structure including roof slab and giving satisfactory watertightness test as per I.S.code.The job to include painting the name of the scheme and other details on the reservoir as per direction of engineer in charge.(1) The design of the structure be in accordance with relevant I.S.3370-1965 or revised.(2) The design shall satisfy the stipulations as per I.S.1893-1984 AND I.S.13920/1993 for sesmic force and I.S.11682/1985 for RCC staging of overhead tanks |
| 185 | Item No. 2 : Providing ISI mark CIDF pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.INLET PIPE/OVERFLOW-100MM DIA. |
| 186 | Outlet Pipe=150MM DIA |
| 187 | Item No.3 : Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete. |
| 188 | Item No.4 : Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test 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 100mm Dia.(PN-1) |
| 189 | Sluice Valve 150mm Dia.(PN-1) |
| 190 | Sub work 11 :RCC ESR Capacity of 50000 Liters, for 12 Meter StagingItem no 1 :Designing and constructing R.C.C Elevated service reservoir of following capacity with RCC staging consisting of columns, internal and external bracings,spaced vertically not more than 4.5 m c/c including excavation in all types of strata foundation concrete cement concrete with waterproofing compound to the insideface of the container including refilling disposing of the surplus stuff within a lead of 50 m all labour and material charges including lowering, laying, errrecting, oisting and jointing of pipe assembly of inlet,outlet,washout,overflow and byepass arrangement as per departmental design providing and fixing accessories such as M.S.ladder, C.I.manhole frame and cover water level indicators, Lightening conductors G.I.pipe railing around walkway and top slab, providing spiral staircase from ground level to roof level,B.B.masonry chambers for all valves,ventilating shafts,providing and applying three coats of cement paint to the structure including roof slab and giving satisfactory watertightness test as per I.S.code.The job to include painting the name of the scheme and other details on the reservoir as per direction of engineer in charge.(1) The design of the structure be in accordance with relevant I.S.3370-1965 or revised.(2) The design shall satisfy the stipulations as per I.S.1893-1984 AND I.S.13920/1993 for sesmic force and I.S.11682/1985 for RCC staging of overhead tanks |
| 191 | Item No. 2 : Providing ISI mark CIDF pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.INLET PIPE/OVERFLOW-80MM DIA. |
| 192 | Outlet Pipe=125MM DIA |
| 193 | Item No.3 : Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete. |
| 194 | Item No.4 : Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test 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.(PN-1) |
| 195 | Sluice Valve 150mm Dia.(PN-1) |
| 196 | Sub work 12 :RCC ESR Capacity of 40000 Liters, for 12 Meter Staging Item no 1 :Designing and constructing R.C.C Elevated service reservoir of following capacity with RCC staging consisting of columns, internal and external bracings,spaced vertically not more than 4.5 m c/c including excavation in all types of strata foundation concrete cement concrete with waterproofing compound to the insideface of the container including refilling disposing of the surplus stuff within a lead of 50 m all labour and material charges including lowering, laying, errrecting, oisting and jointing of pipe assembly of inlet,outlet,washout,overflow and byepass arrangement as per departmental design providing and fixing accessories such as M.S.ladder, C.I.manhole frame and cover water level indicators, Lightening conductors G.I.pipe railing around walkway and top slab, providing spiral staircase from ground level to roof level,B.B.masonry chambers for all valves,ventilating shafts,providing and applying three coats of cement paint to the structure including roof slab and giving satisfactory watertightness test as per I.S.code.The job to include painting the name of the scheme and other details on the reservoir as per direction of engineer in charge.(1) The design of the structure be in accordance with relevant I.S.3370-1965 or revised.(2) The design shall satisfy the stipulations as per I.S.1893-1984 AND I.S.13920/1993 for sesmic force and I.S.11682/1985 for RCC staging of overhead tanks |
| 197 | Item No. 2 : Providing ISI mark CIDF pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.INLET PIPE/OVERFLOW-80MM DIA. |
| 198 | Outlet Pipe=100MM DIA |
| 199 | Item No.3 : Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete. |
| 200 | Item No.4 : Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test 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.(PN-1) |
| 201 | Sluice Valve 150mm Dia.(PN-1) |
| 202 | Sub work 13 :RCC ESR Capacity of 65000 Liters, for 12 Meter StagingItem no 1 :Designing and constructing R.C.C Elevated service reservoir of following capacity with RCC staging consisting of columns, internal and external bracings,spaced vertically not more than 4.5 m c/c including excavation in all types of strata foundation concrete cement concrete with waterproofing compound to the insideface of the container including refilling disposing of the surplus stuff within a lead of 50 m all labour and material charges including lowering, laying, errrecting, oisting and jointing of pipe assembly of inlet,outlet,washout,overflow and byepass arrangement as per departmental design providing and fixing accessories such as M.S.ladder, C.I.manhole frame and cover water level indicators, Lightening conductors G.I.pipe railing around walkway and top slab, providing spiral staircase from ground level to roof level,B.B.masonry chambers for all valves,ventilating shafts,providing and applying three coats of cement paint to the structure including roof slab and giving satisfactory watertightness test as per I.S.code.The job to include painting the name of the scheme and other details on the reservoir as per direction of engineer in charge.(1) The design of the structure be in accordance with relevant I.S.3370-1965 or revised.(2) The design shall satisfy the stipulations as per I.S.1893-1984 AND I.S.13920/1993 for sesmic force and I.S.11682/1985 for RCC staging of overhead tanks |
| 203 | Item No. 2 : Providing ISI mark CIDF pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.INLET PIPE/OVERFLOW-80MM DIA. |
| 204 | Outlet Pipe=150MM DIA |
| 205 | Item No.3 : Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete. |
| 206 | Item No.4 : Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test 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.(PN-1) |
| 207 | Sluice Valve 150mm Dia.(PN-1) |
| 208 | Sub Work No.14 : Distribution System Length= 37513Mtrs.B) 75mm dia.4kg/cm4=30027Mtrs. C) 90mm dia.4kg/cm4=6080Mtrs.D) 110 mm dia.4kg/cm4=1345Mtrs. E) 140 mm dia.4kg/cm4=61Mtrs. F) 160 mm dia.4kg/cm4=0Mtrs. Item No. 2 : Excavation for foundation/pipe trenches in earth,soil of all types,sand,gravel and soft murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. |
| 209 | Item No. 3 : Excavation for foundation/pipe trenches in hard murum including removing the excavated material with all lead and lifts, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. |
| 210 | Item No. 4 : Excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation, asphalt road including removing the excavated material with all lead and lifts, stacking and spreading as directed by engineer in charge, normal dewatering,preparing the bed for foundation and excluding back filling etc. complete. |
| 211 | Item No. 5 : 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. |
| 212 | Item No. 6 : 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. |
| 213 | Item No. 7 : 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 and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 75mm dia.4kg/cm2 |
| 214 | 90 mm dia.4kg/cm2 |
| 215 | 110 mm dia.4kg/cm2 |
| 216 | 140 mm dia.4kg/cm2 |
| 217 | Item No. 8 : 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,etc. complete (with cement solvent joint / ring fit joint). 75mm dia.4kg/cm2 |
| 218 | 90 mm dia.4kg/cm2 |
| 219 | 110 mm dia.4kg/cm2 |
| 220 | 140 mm dia.4kg/cm2 |
| 221 | Item No. 9 : 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. |
| 222 | Item No. 10 : Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. 80 mm Dia. Medium Duty |
| 223 | 100 mm Dia. Medium Duty |
| 224 | 150 mm Dia. Medium Duty |
| 225 | Item No. 11 : Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labouretc. complete either underground or in vertical position, as directed by Engineer-in-charge. 80 mm Dia. Medium Duty |
| 226 | 100 mm Dia. Medium Duty |
| 227 | 150 mm Dia. Medium Duty |
| 228 | Item No. 14 : Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test 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. b) sluice valve PN-180 mm dia |
| 229 | c) sluice valve PN-1100 mm dia |
| 230 | D) sluice valve PN-1150 mm dia |
| 231 | Item No. 15 : Lowering laying and jointing in position following class and dia. C.I. Reflux valves, butterfly valves and sluice valve including cost of all labour jointing material including nutbolt and giving satisfactory hydraulic testing etc. complete. b) sluice valve PN-180 mm dia |
| 232 | c) sluice valve PN-1100 mm dia |
| 233 | D) sluice valve PN-1150 mm dia |
| 234 | Item No. 16 : Providing & constructing B.B.Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation, BB Masonry in CM 1:5 proportion precast RCC Frame and cover etc. complete as directed by engineer in charge( Note wall thickness 0.23 mtrs for depth of 1.20 m and 0.35 for balance depth exceeding 1.2m (a) As above of 0.90mx0.60m internal size and depth upto 1.20 M with precast RCC frame and cover. |
| 235 | Item No. 17 : 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.225mm x 300mm (40 kg) |
| 236 | Item No. 18 : Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete. |
| 237 | Item No. 22 : 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,etc. complete (with cement solvent joint / ring fit joint). 75mm dia.4kg/cm2 |
| 238 | 90 mm dia.4kg/cm2 |
| 239 | 110 mm dia.4kg/cm2 |
| 240 | 140 mm dia.4kg/cm2 |
| 241 | Item No. 23 : Hydraulic testing of G.I.pipeline 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.80 mm Dia. Medium Duty |
| 242 | 100 mm Dia. Medium Duty |
| 243 | 150 mm Dia. Medium Duty |
| 244 | Item No. 25 : Providing & supplying PVC/GI specials ( 10 % of cost of pipe shall be considered percent of specials for estimate purpose.) |
| 245 | Sub Work No.15 : Solar Plant 13 kWp Capacity atexisting well-1(17.5hp-pump)Item No. 1 : Supplying, installing, testing and commissioning of 30 kWp capacity 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 years on site performance warrantee. Specification no. ESD-RTONG Note:Rates are as per benchmark cost of Ministry of New and Renewable Energy (MNRE), inclusive of total system cost including PV solar module ,invertor,balance of systems including cables,switces/circuit breakers/connectors/junction boxes,mounting structure,earthing,lightning arrestors,cost of meter(if any other than net meter),local connectivity cost,cost of civil works,foundation etc andit"s installation, commissioning, transportation, insurance,capital cost of online monitoring, comprehensive maintenance charges for five years,applicable fees and taxes etc.. |
| 246 | Item No. 2 : Supplying and erecting AC three phase LT CT multifunction net meter DLMS compliance of accuracy class 0.5, 3 x 240V, 50Hz, with backlit LCD display, optical port & RS 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months history of energy, load survey,TOD, tamper detection & logging, power ON/OFF events, instantaneous parameters of rating 1/5A with display in absence of power) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer. |
| 247 | Solar Plant 2 kWp Capacity atPROPOSEwell-1(3hp-pump)Item No. 1 : Supplying, installing, testing and commissioning of 30 kWp capacity 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 years on site performance warrantee. Specification no. ESD-RTONG Note:Rates are as per benchmark cost of Ministry of New and Renewable Energy (MNRE), inclusive of total system cost including PV solar module ,invertor,balance of systems including cables,switces/circuit breakers/connectors/junction boxes,mounting structure,earthing,lightning arrestors,cost of meter(if any other than net meter),local connectivity cost,cost of civil works,foundation etc andit"s installation, commissioning, transportation, insurance,capital cost of online monitoring, comprehensive maintenance charges for five years,applicable fees and taxes etc.. |
| 248 | Item No. 2 : Supplying and erecting AC three phase LT CT multifunction net meter DLMS compliance of accuracy class 0.5, 3 x 240V, 50Hz, with backlit LCD display, optical port & RS 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months history of energy, load survey,TOD, tamper detection & logging, power ON/OFF events, instantaneous parameters of rating 1/5A with display in absence of power) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer. |
| 249 | Solar Plant 6 kWp Capacity atexisting well-1(7.5hp-pump)Item No. 1 : Supplying, installing, testing and commissioning of 30 kWp capacity 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 years on site performance warrantee. Specification no. ESD-RTONG Note:Rates are as per benchmark cost of Ministry of New and Renewable Energy (MNRE), inclusive of total system cost including PV solar module ,invertor,balance of systems including cables,switces/circuit breakers/connectors/junction boxes,mounting structure,earthing,lightning arrestors,cost of meter(if any other than net meter),local connectivity cost,cost of civil works,foundation etc andit"s installation, commissioning, transportation, insurance,capital cost of online monitoring, comprehensive maintenance charges for five years,applicable fees and taxes etc.. |
| 250 | Item No. 2 : Supplying and erecting AC three phase LT CT multifunction net meter DLMS compliance of accuracy class 0.5, 3 x 240V, 50Hz, with backlit LCD display, optical port & RS 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months history of energy, load survey,TOD, tamper detection & logging, power ON/OFF events, instantaneous parameters of rating 1/5A with display in absence of power) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer. |
| 251 | Sub Work No.16 : Trial Run. a) Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements 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, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.a) for single village (1 Months) |
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