tender for Saifni Nagar Panchayat Reorganization Water Supply Scheme To The Ulb Saifni Supply Of All Materials Labour T And P Etc For Construction Of Over Head Tank Pump House Scada Room Cum Lab Staff Quarter Boundary Wall With Gate Site Development Supply Laying Jointing Of Rising Main Distribution System Making House Connection, 1 Supply of all the materials, labour T&P and construction of 850 KL/24M a R.C.C. Over head tank, the madeup level of OHT will be taken as 1.0 mabove existing ground level, extra earth work required for madeup level will be arrange by the contractor at his own cost., based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911.All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456. Minimum depth of founditation below original ground level will be 2.0 M. Seismic effects and wind load should be taken into consideration as I.S. 1893for earthquake resistance and I.S. 875 part-III for wind load on structure. The asumed bearing capacity of soil has been taken as 8 M.T. sqm. 1m wide RCC stair case from ground lavel to balcony. M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tank body ( from manhole in top dome to bootom dome). 1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. postsof 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of vintilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expended mentaled jail. Electro Megnetic Flow Meter. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixe at top dome at proper place.Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and execuvation in all types of soil.(Inlet 200 mm, Inlet 200 mm, Outlet 350 mm, Over flow 350mm, Wash out 100 mmSupply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete.Inlet 200 mm, Inlet 200 mm, Outlet 350 mm, Over flow 350mm, Wash out 100 mm) 2 1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall.Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. postsof 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m.Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expanded metaled jali.Electro Magnetic Flow Meter. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed metal of proper size prescribed by ISS 2309-1969 and ISS 3013-1966.D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixed at top dome at proper place.Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil. Inlet 200 mm,Inlet 200 mm, Outlet 350 mm, Over flow 350mm, Wash out 100 mmSupply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete.Inlet 200 mm,Inlet 200 mm, Outlet 350 mm, Over flow 350mm, Wash out 100 mmConstruction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil., Construction of surface box type Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement.Construction of washout/ overflow chamber as per departmental type design and drawing.Construction of R. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design.Painting of all concrete surface and steel pipe worrks with three coats of approved cement paint and anticorrosive paints.Testing & Commission etc. all complete work.Testing and Submission of test report of bearing capacity of soil from a reorganized Govt. Engineering College.Submission of 5 sets of detailed design and drawing of OHT and mix design of M30 concrete verified/signed by the Head of the department from any recognized University as per direction of Engineer-in-charge. 3 ZONE-1850 KL / 24.0 M Staging 4 RISING MAIN for Zone-1Supply of the following sizes of D.I. pipes Class K-7/K-9 conforming to latest I.S. 8329/2000 complete in all respect F.O.R. destination including all taxes and insurance. 5 200 mm dia K-9 6 Excavation for pipe trenches in ordinary soil,(lime, clay or sand including lift up to 1.5m and lead up To 50m and refilling, watering, ramming of excavated earth in to trenches and disposal of surplus earth up to 8 Km from the center of the foundation trenches. 7 same as item no.4 but for earth mixed with kankar/ Bajri etc. 8 Carting from the store (up to 8 Km.) The following sizes of D.I. double pipeK-7 /K-9 and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. com- plate but excluding cost of trenching and cutting of pipes etc. For making of lengths but including making joints. 9 200 mm dia K-9 10 Supply and Fixing of following size of C.I. D/F Sluice Valve /Scour Valve/ Air valve/ Fire Hydrants as per I.S. 780 –1960 tested to 10 Kg per sq. cm includingfittings Cartage of materials, labour,T&P etc. complete. 11 200 mm dia Sluice valve 12 Air valve 13 Provision for making bye pass arrangement including cutting of new/existing pipe ,fixing of fitting & providing all jointing materials. It also includes supply of Pipe,Tee,Tail pieces CI D joints nut bolts, rubber packings etc all complete. 14 200 mm dia 15 Supply of all materials labour, T&P etc and construction of masonary type sluice valve chambers as per type design of the department. 1.2x1.2x1.5 with RCC slab of 120 mm thick including Fixing of slab etc.Complete. 16 Design and construct Thrust Block made in RCC with cement. Coarse sand& 20 mm guadge stone balast in proporation1;1.5:3 for pipe line , including supply of MS reinforcment wrought to required shape as nessasary , its bending fixing and bending the same with 0.5 mm thick bending wire in position and nessasary centering shuttring including curing as per instruction of EI. Size Of thrust Block-1.10x1.10x.1.10 M 17 Mild steel or Iron work in plan work such asR.C.C. Work wrough to required shape as necessary including its bending and supply of steel,wastage, over lapping and hooks etc complete required for proper completion of work. 18 DISTRIBUTION SYSTEM for Zone-1 & Zone-2Supply of the following sizes of DI K-7 & HDPE pipes(PN-6, PE-100) confirming to latest relevant I.S.Codes with DI/HDPE Specials conforming to I.S.- 8329/2000 and I.S.- 4984/2016 respectively etc complete in all respect F.O.R. destination including all taxes and insurance. 19 400 mm dia DI Pipe K-7 20 350 mm dia DI Pipe K-7 21 300 mm dia DI Pipe K-7 22 250 mm dia DI Pipe K-7 23 200 mm dia DI Pipe K-7 24 160 mm dia HDPE pipe (PN-6, PE-100) 25 140 mm dia HDPE pipe (PN-6, PE-100) 26 110 mm dia HDPE pipe (PN-6, PE-100) 27 90 mm dia HDPE pipe (PN-6, PE-100) 28 Dismantling of following type of surface including sorting out and staking of serviceablematerials of disposal of unserviceable materials up to a distance of 8 KM. 29 B.O.E. ROAD 30 BITUMINOUS ROAD 31 C.C. ROAD 32 INTERLOCKING TILES 33 Excavation for pipe line trenches in Ordinary soil,(lime, clay or sand Including lift up to 1.5m and lead up To 50m and refilling, watering, Ramming of excavated earth in to trenches and disposal of surplus earth up to 8 KM from the center of the foundation trenches. 34 same as item no.15 but for earth mixed with kankar/ Bajri etc. 35 Laying & jonting of the following types and zizes of HDPE pipes, including supply of all electro fusion fittings, specials, jointing materials, making arrangement of electro fusion jointing apparatus & supply of electricity using generator etc. as per site requirement. All jointing work in HDPE pipe must be carried out using electro fusion process confirming to ISI 4984/2016, IS 7634 PART-II or their amendment including freight, insurance charges F.O.R. up to destination. 36 400 mm dia DI Pipe K-7 37 350 mm dia DI Pipe K-7 38 300 mm dia DI Pipe K-7 39 250 mm dia DI Pipe K-7 40 200 mm dia DI Pipe K-7 41 160 mm dia HDPE pipe (PN-6, PE-100) 42 140 mm dia HDPE pipe (PN-6, PE-100) 43 110 mm dia HDPE pipe (PN-6, PE-100) 44 90 mm dia HDPE pipe (PN-6, PE-100) 45 Supply and Fixing of following size of C.I. D/F Sluice Valve /Scour Valve/ Air valve/ Fire Hydrants as per I.S. 780 –1960 tested to 10 Kg per sq. cm includingfittings Cartage of materials, labour,T&P etc. complete. 46 Sluice Valve 47 450 mm dia 48 350 mm dia 49 250 mm dia 50 200 mm dia 51 125 mm dia 52 80 mm dia 53 Supply of 80 mm dia C.I. Double flanged scour valves as per I.S. 780 class-1 working pressure 10 kg/Sqcm F.O.R Destination including all taxes and insurance. 54 Supply of underground sluice valves type fire hydrant consisting of 80 mm dia tail pieces, 80 mm dia duck foot band and 63 mm dia standard make iron coupling with cap and chain etc. complete to ISS 909 at site including all taxes. 55 Supply of 25 mm dia screwed down type air valve with gun metal seat at site stone including all taxes. 56 Supply of all materials, labour T&P etc. required and construct surface box/masonry type sluice / scour valve chamber as per type design including supply and materials labour, T&P etc. complete. 57 Masonry type 58 Surface box type 59 scour valves chamber 60 Supply of all materials, labour T&P Etc. required and construct 750 x 750 x 1000 mm size fire hydrant chamber as per type design including supply and fixing the 500 mm dia CI manhole cover. 61 Supply of all materials, labour T&P Etc. required and construct 350 x 350 x 500 mm size air valve chamber as per type design including supply and fixing the 500 mm dia CI manhole cover. 62 Construction of single pillar type masonrystand post as per type design. 63 Provision for crossing of drains for laying of pipe line including dismentalling of drains & reconstruction of the same.drains including of Casing pipe as per Unite Estimate Minimumwidth of Nalas 0.75M 64 Culvert Crosing3.5 M and above with M.S Cover Pipe etc. Complete. 65 Design and construct Thrust Block made in CCwith cement. Coarse sand& 20 mm guadge stone balast in proporation1;2;4 for pipe line , including supply of M.S. reinforcment wroughttorequired shape as nessasary , its bending fixing andbending the same with 0.5 mm thick bending wire in position and nessa -sary centering shuttring including curing as per instr -uction of EI. Size Of thrust Block-0.80x0.80x.0.80 M 66 Reinstatement of following type of road surface for laying pipe line including sorting out of serviceable materials and disposal of unserviceable materials upto a distance of 8 KM. 67 B.O.E. Road with 40% new bricks and 60%used old bricks over 30mm compacted local sand including all materials,labour,T&P etc complete 68 Bituminous Roads with granule sub base (G1-100mm, G2-75mm, G3-75mm thick),50mm thick bituminous macadam over priming coat and tack coat and 30mm thick SDBC/BC over tack coat & disposal of all debris and surplus earthwithin8 Km. distance as per direction of Engineer-in-charge, including all materials,labour,T&P etc complete 69 C.C. Road will be prepared with 10 cm thick P.C.C. 1:2:4 Cement: Coarse Sand & 20 mm Stone grit over base concrete 15 cm. P.C.C. 1:4:8 with cement coarse sand & 40 mm stone ballast after compacting the earth surface properly. The C.C. surface must be compacted with surface vibrator, including all materials,labour,T&P etc complete. 70 Interlocking Tile road:Tiles must be of the thickness & grade similar to that of the dismantled tiles over base concrete 75 mm thick PCC 1:4:8 cement: local sand: stone ballast as per existing road. The thickness of tiles shall be same as that of existing road, including all materials,labour,T&P etc complete. 71 Provision of house connection using 15 mm HDPE/GI pipe averag 4 meter long ,gunmetal ferrule, heavy dutyPVCclamp, GI fittingsand Two tap etc all complete. 72 For Bituminous Road 73 For KR Road 74 For BR Road 75 For CC Tile Road 76 For CCRoad 77 ProvidingMSpipe for casing including cartage upto site cutting weldingetccomplete.& Trenchless excavation of road and placing ofMS pipe in proper position and filling of extra earth removedduring excation, removing of surplus earth from work place etcall complete. 78 500 mmdia 10 mm thick with casing 79 Supply of all materials labour,T&P etc and constructi -onof followingtype chambers as per type design of the department. For Trenchless Size Of Chember 1.50x1.50x3.30M 80 Provision for diversion of routes fo laying of pipe line including constructionoftemporarypassages if necessarymaking berikatingby ballies fixing sign board etc as per requirement. 81 Pump House cumchlorinating room(3.60x3.0x3.0)m and (2.25 x 2.25x 3.00)m for Zone-1 (2 Nos.) 82 Excavation of earth in ordinary soil (loam clay or and) including lift upto 1.5 m and lead upto 50 m.filling, watering and ramming of excavated earth in between the building and sides of the foundation trenches or into the plinth and disposal of surplus earth upto a distance of 8 KM from the center of the foundation trenches. 83 Concrete with 40 mm gauge Ist class brick ballast, coarse sand and cement in proportion (8:4:1) in foundation including supply of all materials, labour,T&P etc required for proper completion of work. 84 Ist class brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour,T&P etc required for proper completion of work. 85 20 mm thick DPC With cement and approved coarse sand 1 :2including supply of 5% water proofing material, labour, T&P etc required for proper completion of work. 86 M.S. Angle iron chaukhat of 40mm x 40mm size supply and fixing including simple moulding straight work as in chaukhat and also supply of all material, labour, T&P etc. required for proper completion of the work. 87 150 mm thick RCC plinth bend With cement and approved coarse sand with 20 mm stone grit 1 :1.5:3 including supply of 5% water proofing material, labour, T&P etc required for proper completion of work. 88 Ist class brick work in 1:6 cement and Coarse sand mortar in super structure including supply of all materials, labour,T&P etc required for proper completion of work. 89 Supply and fixing of 1mm thick sheet iron panelled door, windows shutter including supply and fixing and adjustment of hinges , bolts, locks, handles, springs and other fittings but excluding supply and painting of fittings. 90 Supply and fixing of hold fast in doors and windows of size 25cm x 4cm x 9mm flat iron including their cutting and moulding and welding to required shape also including other material such as nails and screws etc. required for proper completion of the work. 91 R.C.C in lintel with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing, supply of all materials, labour,T&P etc required for proper completion of work. 92 R.C.C in sun shade with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing supply of all materials, labour,T&P etc required for proper completion of work. 93 R.C.C in slab with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing, supply of all materials, labour,T&P etc required for proper completion of work. 94 Mild steel or Iron work in plain work such asR.C.C. Work wrought to required shape as necessary including its bending and supply of steel,wastage, over lapping and hooks etc complete required for proper completion of work. 95 Mild steel grills in windows, wrought to required heavy/ small size form including supply of all materials,labour,T&P etc. Required for proper completion of the work. 96 Supply and lay complete 40 mm thick insulation layer of sand and clay over reinforcement brick or cement concrete. 97 Providing & lying of Brick Coba 12mm thick laid with M-150 class brick bat Coba 7.50 cm thick with gap of 15mm to each (As per PWD specification) including supply of all materials , labour T&P etc. required for proper completion of the work. 98 12 mm thick plaster with cement coarse sand mortar in 1:6 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper completion of work. From GL upto super structure. 99 Same as above item but in proprtion 1:2:2 with cement and coarse sandand fine sand mortar on ceiling 100 Supply andfixing 40 mm thick fully panelled sheesham wood shutter including supply and fixing and adjustment if hinges bolt, locks,handels ,spring and other fittings but excluding painting, supply of fittings 101 same as avobe but glazed windows shutters 102 Supply and fixing of oxidised iron fitting of approved make for doors and windows. 103 Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work. 104 White washing with applying putty in two coats ensuring smooth surface including supply of all materials, labour, T&P etc required proper completion of work. 105 Color washing with exterior paint (like apex paint) in two coat over one primer coat including supply of all matrials, labour, T&P etc. required proper completion of work 106 Supply and fixing of Grider of 250 mm x 125 mm including its painting with approved paint and also one coat of primer.(SOR:1149) ISMB 250X125MM waight @ 47.30 kg per meter 107 Sand filling in plinth including supply of excavated earth from distance of eight km. 108 Supply of all materials, labour, T&P etc. required for the construction of stilling chamber V notch chamber90*90 mm including supply of V notch etc. all complete. 109 Rain water down pipe 100 mm dia AC/PVC with fixed MS clamp etc including supply of all materials, labour, T&P etc required proper completion of work.SOR 1286 110 Cartage & cost of earth work in filling in plinth including supply of excavated earth from distance of eight km. 111 25 mm thick 1:2:4 plan cement concretefloor with cement,coarse sand and 20 mm gauge approved stone ballast laid in panel finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cement,4 part of coarse sand and 8 part ist class brick ballast 40 cm gauge(1:4:8) and removing any over lapping of mortar at the joist of panel if any and giving them uniform finished including supplymaterial, labour,T&P etc required for proper completion of work. 112 Construction of RCC 1:1.5:3 main hole cover 700X700 opening in roof slab & fixing it at opening encluding supply of all materials etc complete. 113 Boundary Wall, Approach Road & Site Development for Zone-1 114 Construction of boundry wall 1.6 meter height 0.23 M thick above P.L with RCC plinth beam of 0.20MX0.35 M ,RCC Coping.10M thickTotal foundation depth 1.35M asperdepartmental type design enclosed in drawingincluding Plastring,PCC,RCC,Painting etc. supply ofallmateriallabourT&Petc required for completion of work. OHT Campass 115 Construction of boundry wall extra brick work due to lo land as per required for completion of work 116 Supply of all materials labourT&P etc and construct -ion ofgate pillars and fixingthe MS gate in position including its fabrication etc as per departmental type design 3.6 M wide & 1.2 M heightgate. 117 3.60 m wide & 1.20 m height gate with wicket gate. 118 ConstructionofCC Tile (80 mm thick M-30 tile) approach road over 75mm thickPCC1:4:8including Prepata -tion of Sub grade etc. complete.(OHT Camp.) 119 Earth filling in the water workscompound including carting of soil from 5-6 Km from site, spreading in 15 cm layer, watering, ramming upto optimum moisture content level etc all complete. 120 Construction of recharge well unit connectingBye PassofTube well, Over flow of OHT & rain water of Engineers Quarter / Staff Quarter etc complete. 121 Provision for inside Construction of Rectangular 300X300 mm drain in water works compus. 122 Provision of Tree & fixing of sign board at water works compound include- ing cost of tree,tree guard manaur, mali etc. complete. 123 Scada room cum Lab & Staff Quarter 124 Excavation of earth in ordinary soil (loam clay or and) including lift upto 1.5 m and lead upto 50 m.filling, watering and ramming of excavated earth in between the building and sides of the foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches. 125 Concrete with 40 mm gauge Ist class brick ballast,localsand and cement in proportion (8:4:1) in foundation including supply of all materials, labour,T&P etc required for proper compltion of work. 126 Ist class brik work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour,T&P etc required for proper compltion of work. 127 20 mm thick D.P.C. With cement and approved coarse sand 1 : 2 including supply of 5% water proofing material, labour, T&P etc required for proper compltion of work. 128 Ist class brik work in 1:6 cement and local sand mortar in Super Structure and plinth including supply of all materials, labour,T&P etc required for proper compltion of work. 129 Same item as above but half brick thick wall. 130 Supply and fixing of door& Window chaukhat fabricated with50 x 50 x 6 mmsize angle iron or other suitable angle iron and T iron and MS fabricated with 203 cm, flat iron or well mess size as directed by Engineer- in- charge. This item include supply and fixing 3 hinges 10 cm size on each faced door and window with one coat of red oxide primer painting including carting, loading,unloading etc complete and also supply of all materials, labour,T&P etc complete. 131 Supply and fixing of holdfasts for door , windows frames. 132 R.C.C. Work cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour,T&P etc required for proper compltion of work. 133 R.C.C. Work in plinth beam cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour,T&P etc required for proper compltion of work. 134 R.C.C. Work in slab cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour,T&P etc required for proper compltion of work. 135 Mild steel or Iron work in plain work such asR.C.C. Work wrough to required shape as necessary including its bending and supply of steel,wastage, over lapping and hooks etc complete required for proper completion of work. 136 Supply and fixing of Z section window frames and sutter openabele out side as per drawing and design approved by E/I hinges of approved qualitie M.S. or CI handals , holdfast 4 nos of MS Flat 25X5 mm and 150 mm Long pegs of MS 30 cm long having 4 holes with pagester and brackets welded or revited to frame complete including the cost of glass panes and including supply of all materials , labour T&P etc complete. 137 12 mm thick plaster with cement local sand mortar in 1:6 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper compltion of work. From GL upto supper structure. 138 Same as above but in proprtion 1:4 with cement and fine sand mortar on ceiling 139 25 mm thick 1:2:4 plan cement concretefloor with cement,coarse sand and 20 mm gauge approved stone ballast laid in penel finished with 3 mm loating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cemnet,4 part of local sand and 8 part ist class brick ballast 4 cm gauge(1:4:8) and removing any over lapping of mortar at the joist of panel if an and giving them uniform finished including supplymaterial, labour,T&P etc required for proper compltion of work. 140 Supply and fixing 3 mm glass strip in postion including supply of all material, labour T&P etc complete. 141 Supply and fix 40 mm thick sheesham wood part paneled and part glazed door and window shutters including supply and fixing of wooden cleats and stops and fixing and adjustment of hinges, bolts, locks, handles, springs and othr fitting but excluding painting and supply of fittings. 142 Supply of oxidized iron fittings of 16.20 approved make for doors and window. 143 Mild steel or iron work in windows grills wrought to required form including cutting moulding and welding where necessary and also including supply of steel bolts nuts screws etc. and their fixing as required for proper completionof the work. 144 Supply of galvanised mosquito proof heavy quality iron wire gauge 1.50 mm mesh or any other size over windows including supply of shisham wood pattens 50x12 mm necessary screws all materials labour T&P etc. required for 5.40 proper completion of the work 145 Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work. 146 White washing with applying putty in two coats ensuring smooth surface including supply of all materials, labour, T&P etc required proper completion of work. 147 Color washing with exterior paint (like apex paint) in two coat over one primer coat including supply of all matrials, labour, T&P etc. required proper completion of work 148 Providing & Laying vitrified Floor Tiles (bell,kajaria or other standered make IS Code 15622)laid in 20mm thick cement mortar 1:4 including grouting of joints with cement and maching pigment etc.complete. size 600mmX600mm. SOR-pwd p 29 149 Providing & Laying vitrified Wall Tiles (bell,kajaria or other standered make IS Code 15622)laid in 20mm thick cement mortar 1:3 including grouting of joints with cement and maching pigment etc.complete. size 300mmX300mm. SOR-pwd p-29 150 115 mm String or drip coarse of Ist. Class brick in 1:6 cement and coarse sand Mortar including Plastering, cutting drip notch as required and including supply of all material, labour T&P etc. required for proper completion of work. 151 Sand filling in plinth including supply of excavated earth from distance of eight km. 152 Supply and lay complete 40 mm thick insulation layer of sand and clay over reinforcement brick or cement concrete. 153 Supply and fixing fan hoks box type including supply of all material, labour T&P etc complete. 154 Postion for internal electrificationincluding supply of all material, labour T&P etc complete.10 % of above cost 155 Provion for water supply and sanitry works including supply of all material, labour T&P etc complete.10 % of above cost 156 Repeir work of OHT 1400 KL/15 M Staging for Zone-2 157 Providing and erection of scaffolding and shuttering material like challi, gurra, nail, bans, ballia, patra etc. required for complete of work on all surgace area of OHT from top dome to G.L. so as to give strong and safe plateform to workers to work on all part of OHTfor repair and strengthning as per direction of engineer in-charge. 158 esting of water tightness of container of OHT and dismantling old water proofing layer from inside and applying new water proof plaster with approved compound and cement mortar such that rectifying all kind of seepage/leakage from OHT including supply of all materials, labour T&P etc complete. 159 Dismantling of old /existingCC flooring and disposal of debris upto 50 m including all labour T&P required complete. 160 40 mm thik 1:2:4 PCC floor with cement coarse sand and 20 mm stone ballast laid in panels finished with 3 mm floating coat of neat cement and 7.5 cm thik base concrete consisting of cement,local sand and brick ballast in proportion of 1:6:12 including all materials, labour T&P required complete. 161 Draining out of water, cleaning, de-silting of sand, sediment etc from OHT haunch, bottom dome and vertical wall, carting out of tank and disposal of same within 50 m lead through head load, including supply of all scaffolding, labour T&P etc complete. 162 Painting of outer surface of OHT with wheather proof paint (like apex etc.) as per direction of engineer in-charge. 163 Repair work of Pump House cumchlorinating room & boundry wall for Zone-2 164 Scrapping and dismantling of old plaster of pump house and disposal of debris to a distance of atleast 50 m from site 165 dismantling of old RB or RC or RCC floor of pump housestaking of useful brick anddisposal of debris to a distance of atleast 50 m from site 166 40 mm thick 1:2:4 plan cement concretefloor with cement,coarse sand and 20 mm gauge approved stone ballast laid in penel finished with 3 mm loating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cemnet,4 part of local sand and 8 part ist class brick ballast 4 cm gauge(1:4:8) and removing any over lapping of mortar at the joist of panel if an and giving them uniform finished including supplymaterial, labour,T&P etc required for proper compltion of work. 167 Supply and fixing 3 mm glass strip in postion including supply of all material, labour T&P etc complete. 168 12 mm thick plaster with cement local sand mortar in 1:6 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper compltion of work. From GL upto super structure. 169 White washing with applying putty in two coats ensuring smooth surface including supply of all materials, labour, T&P etc required proper completion of work. 170 Color washing with exterior paint (like apex paint) in two coat over one primer coat including supply of all matrials, labour, T&P etc. required proper completion of work 171 Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work. 172 Provisionfor internal& external , electricworks including cost of all fixtures & cost of fittings, LED bulb, switch with conduet wiring fitting} pipes etc. & supply of all materials labour T&P etc. required for proper completion of the work & including cost of earthingpits and connection etc. complete. (for 3 nos PH) 173 Supply of all materials, labour, T&P etc. required for the construction of stilling chamber V notch chamber90*90 mm including supply of V notch etc. all complete. 174 Construction of RCC 1:1.5:3 main hole cover 700X700 opening in roof slab & fixing it at opening encluding supply of all materials etc complete 175 Rain water down pipe 100 mm dia AC/PVC with fixed MS clamp etc including supply of all materials, labour, T&P etc required proper completion of work. 176 E&M works 177 Transportation, Erection, Dismantling of Rig Machine and its T&P 178 Transportation, Erection, Dismantling of Compressor 250/350 PSI 179 Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test 180 Supply of Tubewell Assembly 181 M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.(Note- Axial Length of Reducer without Ring shall be measured with casing pipe) 182 300 mm dia M.S. Pipe 183 200 mm dia M.S. Plain/slotted 184 PEA-GRAVEL (As per IS:4097) 185 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell 186 Drilling of bore by rig machine As Per IS:2800(Part I & II): 187 Drilling of bore by 600 mm dia bit GL to 40 mt. BGL. 188 Drilling of bore by 500 mm dia bit from 40 mt GL to 100 mt. BGL. 189 Drilling of bore by 500 mm dia bit 100 m BGL to 140 m. BGL. 190 Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: 191 Lowering of 300 mm dia M.S. Housing pipe from GL to 36 m.BGL 192 Lowering of 200 mm dia M.S. Plain/slotted pipe 36 m. BGL to 100 m. BGL 193 Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 126 m. BGL 194 Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge. 195 Development and testing of tube well by Air Compressor. 196 Development and testing of tube Well O.P.Unit to yield sand free Discharge. 197 Chemical and Bacteriological 198 test (Analysis of water sample) 199 Logging of borehole by departmental/approved electric logger 200 SITC OF PUMPING PLANT AND VOLTAGE STABILIZER 201 Supply, Installation, testing and Commissioning of 1200 lpm , 56 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset, wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc. 202 SITC of 150 mm dia size motor operated actuators with metal sheeted sluice valves 203 Soft starter for above 25 HP pumpset with RS 485 Port-400V Class for above pumpset 204 SITC of 40 kva stabilizer for above pumpset 205 SITC of equipments for the items as given below : 206 Pressure transmitter 207 Misc. Items such as Protection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-2019 208 Coloumn Pipe 5 mtr long 209 SITC OF REQUIRED E&M WORKS AT EXISITING TUBEWELLS 210 Soft starter for above pumpset with RS 485 Port-400V Class for above pumpset 211 SITC of 60 kva stabilizer for above pumpset 212 Pressure transmitter 213 Internal electrification of pump house 214 SITC OF SCADA /AUTOMATION WORK OF NEW TW FOR ZONE-1 215 CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid. 216 GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid 217 CE/UL certifeid Intelligent Smart Energy Meter 218 CE/UL Certifeid Electromagnetic Flow Meter 150 mm size 219 auto Phase reversal unit of 250 amp rating with inbuilt delay and enclosure control panel etc. 220 CE/UL certifeid Surge Protecter for control panel. 221 CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters 222 Complete cabling including power cables of all equipment. 223 control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor. 224 Installation, commissioning & testing trial for tubewell 225 SITC OF SCADA /AUTOMATION WORK OF EXISTING TW FOR ZONE-2 226 CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid. 227 GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid 228 CE/UL certifeid Intelligent Smart Energy Meter 229 CE/UL certifeid Actuator with new metal sheeted sluice valves 230 CE/UL Certifeid Electromagnetic Flow Meter of suitable size 231 auto Phase reversal unit of 250 amp rating with inbuilt delay and enclosure control panel etc. 232 CE/UL certifeid Surge Protecter for control panel. 233 CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters 234 Complete cabling including power cables of all equipment. 235 control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor. 236 Installation, commissioning & testing trial for tubewell 237 SITC OFAUTOMATIC CHLORINATION SYSTEM 238 Automatic Chlorination System compatible to SCADA system 239 SITC OFNEW & EXISTING OHT AUTOMATION SYSTEM 240 CE/UL certifeid Radar Type level transmitter for OHT. 241 Actuator with new metal sheeted sluicevalve for zone-1 242 SITC of actuator with new metal sheeted sluicevalve for zone-2 243 CE/UL certifeid Electromagnetic Flowmeter suitable for OHT outlet dia 244 SITC of CE/UL certifeid Electromagnetic Flowmeter forexistingOHT outlet pipe 245 Installation, commissioning & testing trial for OHT 246 SITC of UPS 10 kva 3phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply 247 Lighting at Water works campus with solar panel and LED light of 1 set 248 SITC OF CHLORINE ANALYZER FOR EACH OHT 249 Supply, Installation, Testing & Commissioning of Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm)b) Analyzer with RS 485 O/P 250 TRIAL RUN OFTHREEMONTHS FOR ALL ZONE 251 Three months trial run of electro mechanical work with Expenditure on hypo chloride solution,Chaukidar, watch & ward etc for whole scheme 252 SITC OF ELECTRO MECHANICAL EQUIPMENTS ATLOCAL CONTROL STATION 253 CE/UL & BIS Certified industrial grade LARGE SIZE LED MONITOR with lates configuration as per specification. 254 Desktop/PC with i5/i7 processor for as per spec mentioned in tachnical bid documents. 255 CE/UL Certified 3 KVA UPS with batteries as perspec mentioned in tachnical bid documents.( 1 No.For LCS andother for tubewells which are not constructed in OHT Campus) 256 Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents. 257 GSM based wireless/Broadband/Equivalent communication system for PLC capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP. 258 CE/UL certified Firewall for network protection. 259 Surge protector for eternet communication protection. 260 industrial grade Ethernet Switch. 261 canon/hp Laser printer1018 or equivalent 262 Installation,Commissioning ,testing including required furniture,internal wiring,PVC panelling of walls/false ceiling work and Split A/C . 263 Security Survelliance IP Camera with required hard drive to store data of atleast 15 Days 264 TrialRun of LCS 265 Trial run charges for LCS for 3 months
