DESIGN BUILD and 05 YEARS OPERATION and MAINTENANCE OF KAULAGARH WATER SUPPLY SCHEME UNDER DISTRICT DEHRADUN

DESIGN, BUILD & 05 YEARS OPERATION & MAINTENANCE OF KAULAGARH WATER SUPPLY SCHEME, DISTRICT- DEHRADUN

Source/ Intake Work - Construction of Boulder filled gallery with cross wall of 4 m length including supply of all materials, labour, T&P etc. required for proper completion of work as per unit estimate attached in bid document.

Construction of Extra length R.C.C Cross wall including supply of all materials, labour, T&P etc. required for proper completion of work as per unit estimate attached in bid document.

Construction of R.C.C Intake Chamber including supply of all materials, labour, T&P etc. required for proper completion of work as per unit estimate attached in bid document.

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer- in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specifictionas per specification & direction of Engineer-in-charge

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in reas twalls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifictionas per specification & direction of Engineer-in-charge

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses702, 704, 1202 & 1203 of MORD Specifictionas per specification & direction of Engineer-in-charge

Gravity Main - Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.It will be in soil mixed with shingle, bajari and boulders and rest will be in medium rockand Hard Rock Soil mixed with Bolder (SMB)

Medium Rock (MR)

Hard Rock (HR)

Providing of all materials,Carting from site store to site of work,Laying & jointing of GI (M) screwed pipes(including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.MSERW 400 mm dia, 4.8 mm thick. MSERW Pipe

Providing of all materials,Carting from site store to site of work,Laying & jointing of GI (M) screwed pipes(including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete MSERW 450 mm dia, 4.8 mm thick. MSERW Pipe

Supply and fixing of the following fittings including cartage of materials, labour, T&P etc. complete. Sluice Valve ( P.N 1.0 ) 400 mm dia

450 mm dia

C.I. Air valve (Screwed) 80 mm dia

Supply of all materials, labour, T&P etc. and construction of 120x120x120 size Wheel Valve/Sluice valve/air valve chamber with FPS bricks.as per specification of unit estimate attached in bid document & direction of Engineer-in-charge

SITC of of full bore ultrasonic turbine type electromagnetic flow meter with all necessary hardware to transmit flow rate and totalized data to scada software at LCS MCS of following sizes comprising with flanges ,clamps etc remote reading 400 mm dia

SITC of of full bore ultrasonic turbine type electromagnetic flow meter with all necessary hardware to transmit flow rate and totalized data to scada software at LCS MCS of following sizes comprising with flanges ,clamps etc remote reading 450 mm dia mm

Supply of all materials, labour, T & P etc. and Construction of R.C.C Anchor Block as per type design complete as per specification of unit estimate attached in bid document variation may occursas per site requirement.

R.C.C. approach bridge of 1.5 m wide and 1 m long is also to be constructed for laying 450 mm dia MSERW pipe line in location of very high ditch. as per unit estimate attached in bid document variation may occursas per site requirement.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

Providing and laying CC pavement of mix M-20 (1:1.5:3) with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) as per specification & direction of Engineer-in-charge

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture (Dia of pipe in mm) 400 mm diaas per specification & direction of Engineer-in-charge

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture (Dia of pipe in mm) 450 mm dia as per specification & direction of Engineer-in-charge

Earthwork inexcavation for structures as per drawing and technical specifications a use 305.1 including setting out, construction of shoring and bracing, movaloftumpsandotherdeleteriousmaterialanddisposaluptoaleadof50m,dressingof sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil , Upto 3 m depth as per specification & direction of Engineer-in-charge

RandomRubbleStoneMasonry laid in1:6cement andsandmortar, in breastwalls,retainingwalls,parapets,scuppers,etc. includingsupplyofall material, labour, T&Pand oyaltiies etc. complete as per drawingand technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifictionas per specification & direction of Engineer-in-charge

RandomRubbleStoneMasonry laidDry, inbreastwalls, retainingwalls, etc. including supply of all material, labour, T&P and royaltiies etc. completeasper drawingand technical specificationsClauses702, 704, 1202 & 1203 of MORD Specifictionas per specification & direction of Engineer-in-charge

Providingand layingof wirecrates3.00x1.50x1.50 insizewithGI wire conforming to IS:280&IS:4826 in150mmx150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) 1-7-1 GI wire 10 gauge BWG as per specification & direction of Engineer-in-charge

Hand Packed stone fillingin back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in-charge. (Asper PWD Uttarakhand specifications)

Treatment Work- Supply of all material, labour, T&P and construction of flocculator unit as per drawing & design .as per unit estimate attached in bid document.

Supply of all materials, labour, T&P and construction of R.C.C. Pre settling tank as per design and drawing complete.as per unit estimate attached in bid document.

Supply of all materials, labour, T&P and construction of R.C.C. Post settling tank as per design and drawing completeas per unit estimate attached in bid document.

Supply of all material, labour, T&P and construct Rapid gravity sand filter as per drawiing & design .as per unit estimate attached in bid document.

Construction of Alum dosing-cum mixing chamber of 1.2 M X 1.20 M X 1.0 M (H/D) size as per drawing & desig Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) with C.1. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finishedwith a floating coat of neat cement complete as per standard design : .

Construction of Intake chamber of 1.20 M X 1.20 M X 1.0 M (H/D) size as per drawing & design .Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) n , with C.1. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finishedwith a floating coat of neat cement complete as per standard design :

Supply of all material, labour, T&P and construction of RCC 400 kl back wash tank (OHT with 6-8 mtr. Staging) R.C.C. O.H.T. of following capacities ( in kiloliters ) and 12 m. staging with 1.00 m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome Im x l m R.C.C. landing at suitable locations and railed with 3 rows of20 mm dia G.l. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) I enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT / M2 and staging 12.00 metre. .

Excavation in foundation for retaining, breastwalls etc, inall typesof soils and rocks includingall lead, lift and disposal of surplusmaterial asper direction of engineer- in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

PCC 1:2:4 (1 Cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) including supply of all materials, labour, T&P etc. Complete

PCC 1:4:8(1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal ize derived from natural sources) including supply of all materials, labour, T&P etc. Complete

Random Rubble Stone Masonry laid in1:6 cement and sand mortar nst walls, retaining walls, parapets, scuppers, etc. including supplyof all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses702, 704, 1202 & 1203 of MORD specifiction

Rising Main - Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW YST-210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. MSERW From WTP to OHT-1 MSERW Pipe 250 dia 4.8 mm Thickness

Rising Main Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW YST-210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc completeFrom WTP to OHT-2 MSERW Pipe 300 dia 4.8 mm Thickness

Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajari and boulders and rest 25% will be in medium rock soil mixed with course sand, shingle, kankar, including refilling of trenches after laying of pipe line including watering ramming etc.

Supply & fixing of following sizes of valves Confirming to IS: 14846 2000 including carting the same up to side of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect Sluice Valve ( P.N 1.6 ) 250 mm dia

Providing & Fixing D.I. D/F Sluice Valves Confirming to IS: 14846 2000 in position including a11 material, labourer, T &P etc complete. 300 mm dia

P/F C.I. Air Valve Double Acting in position including all material, labourer, T &P etc complete. Air valve (Double Acting) 80mm

Constructing masonry Chamber 120x120x120 cm inside, in brick work incement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.1. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10aded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : Supply of all materials, labour, T & P etc. and Construction of size Sluice Valve / Reflux Valve / Scour Valve Chamber as per type design complete(1.2x1.2x1.2)

Constructing masonry Chamber 120x120x120 cm inside, in brick work incement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.1. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10aded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : Supply of all materials, labour, T & P etc. andConstruction of size Air Valve Chamber as per type design complete(1.2x1.2x1.2)

Sitc of of full bore ultrasonic turbine type electromagnetic flow meter with all necessary hardware to transmit flow rate and totalized data to scada software at LCS MCS of following sizes comprising with flanges ,clamps etc remote reading 250 mm dia

Sitc of of full bore ultrasonic turbine type electromagnetic flow meter with all necessary hardware to transmit flow rate and totalized data to scada software at LCS MCS of following sizes comprising with flanges ,clamps etc remote reading 300 mm dia

Constructing masonry Chamber 120x120x100 cm forBulk Water Meter Chamber with FPS bricks in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.1. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : construction of 1.2 m x 1.2 m x 1.0 m size

Painting of MSERW Pipes with 2 coats of approved quality. (Anti-Corrosive paint over one coat of Primer) (Dia of pipe in mm)Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture 250 mm dia

Painting of MSERW Pipes with 2 coats of approved quality. (Anti-Corrosive paint over one coat of Primer) (Dia of pipe in mm)Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture 350 mm dia

STORAGE RESERVOIR/ OHT /CWR/DEMOLISHING OHT - Storage Reservoir - Supply of all Materials , Labours ,T&P etc. and Construction of RCC O.H.T of following capacities (In Kiloliters) and 12m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mm dia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. Complete with approved water proofing ( apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of verticle pipes and specials assuming bearing capacity as 8MT/M2as per specification & direction of Engineer-in-charge staging 12.00 meter. 1500.0 KL Capacity OHT-2 at Zone-02 Ballupur

Additional rates for staging per meter height beyond 12 m height(10.0 m)including cost of all material, labour, shuttering, scaffolding T&P complete for following capacity (In Kiloliters) Over Head Tanks.as per specification & direction of Engineer-in-charge

Supply of all materials, labour, T &P etc and construction of R.C.C. CWR oi following capacities ( in kiloliters ) with M.S. ladder outside the tank and alluminium ladder inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator,supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2as per specification & direction of Engineer-in-charge

Demolishing of existing oht with full all protective measures safety of surroundings tnp labour material complete also with third party inspection & approval for demolishing of old existing oht as per specification & direction of Engineer-in-charge

Disposal of surplus Malwa excluding trolley labour tnp etc complete

DISTRIBUTION SYSTEM - Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, soil mixed with course sand, shingle, kankar, including refilling of trenches after laying of pipe line including watering ramming etc.

Supply of HDPE pipe including laying jointing Field testing,commissioning complete at site of HDPE PN-6 (Pe100 grade compound)pipe as per IS 4984 and specifications for water application including all cost of material,labourrequired,transpotation,loading,unloading& stacking etc. DMA-1 (Zone-01) 90 mm dia

110 mm dia

140 mm dia

160 mm dia

Providing , of all materials Carting from site store to site of work ,Lowering into trenches with true to alingment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipe including supply of "EPDM"rubb er gaskets confirming to IS:5382-1985 with testing of pipe line complete. 200 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

DMA-2 ( Zone-02) Supply of HDPE pipe including laying jointing Field testing,commissioning complete at site of HDPE PN-6 (Pe100 grade compound)pipe as per IS 4984 and specifications for water application including all cost of aterial, labourrequired,transpotation,loading,unloading& stacking etc. 90 mm dia

110 mm dia

140 mm dia

160 mm dia

Providing , of all materials Carting from site store to site of work ,Lowering into trenches with true to alingment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron K-7 Pipe including supply of "EPDM"rubb er gaskets confirming to IS:5382-1985 with testing of pipe line complete. 200 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

Providing & Fixing D.I. D/F Sluice Valves Confirming to IS: 14846 2000 in position including a11 material, labourer, T &P etc complete. 80 mm dia

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

Providing & Fixing D.I. D/F Non Return Valves Confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete. 80 mm dia

100 mm dia

150 mm dia

200 mm dia

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.1. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sad:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.361 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 as per type design complete(1.2x1.2x1.1)

P/F C.I. Air Valve Double Acting in position including all material, labourer, T &P etc complete. C.I. Air valve (Double Acting) 80mm

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.1. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.361 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1.2 m x 1.2 m x 1.0 m size Air Valve Chamber Chamber with FPS bricks as per direction of engineer incharge

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) disposal of unserviceable materials. Cement concrete road

Providing and laying CC pavement of mix M-20 (1:1.5:3) with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge.

Taking out existing CC interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Laying old cement cocrete interlocking paver blocks of any design/ shape 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).

P/F Fire Hydrant Valve Confirming to IS: 5290 (Flanged)in position including all material, labourer, T&P etc complete.

Repair of old Demage connections during laying of Pipe line

BUILDING WORK - Pump House - Supply of all materials, labour and T & P etc. and construction of Pump House as per U type design and drawing as per unit estimate attached in bid document.At M P S ( size 7.0x5.0x4.5 )as per specification & direction of Engineer-in-charge

Pump House - Supply of all materials, labour and T & P etc. and construction of Staff quarter for Chaukidar as per type design and drawingas per unit estimate attached in bid document. At WTP as per specification & direction of Engineer-in-charge

At OHT

Miscellaneous Works- Provision of 1.5 m high Boundary Wall in brick masonry including supply of all materials, labour, T&P etc. complete. Proposed at WTP Campus & CWR Campus as per unit estimate attached in bid document.as per specification & direction of Engineer-in-charge

G.I Barbed Wire Fencing 1.8 m high Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC M15 grade 150 mm x 150 mm concrete post placed every 3 m centre-to-centre founded in M15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Clause 1705. angle iron posts around the water works site Proposed at WTP Campus & CWR Campus as per specification & direction of Engineer-in-charge

Provision of Iron Gate with Pillars of following sizes complete 3.6 m wideas per unit estimate attached in bid document.as per specification & direction of Engineer-in-charge

WATER METER & HOUSE CONECTION - Supply of all materials, labour and T & P etc. and construction of Water meter Connection per unit estimate attached in bid document.as per specification & direction of Engineer-in-charge

Providing android based water flow measurements reading device with hand held unit HHU compatible with the AMR waterflow measurements device with warranty certificate with including sim card and internet connection with suffficient downloading & uplaoding speed having a mobile app compatible with latest os version for taking reading wire lessly having built in GPS for locating water flow measurement device on the map.

SITC of simple and User friendly AMR Software interface for viewing each water meter data for water consumption status. Battery consumption status and meter working status etc completeas per specification & direction of Engineer-in-charge

Annual cloud server charges per water meter ( 1 x 5 Year )as per specification & direction of Engineer-in-charge

Cartiage of material - Pipe

MECHANICAL, ELECTRICAL, AUTOMATION & INSTRUMENTATION WORKS FOR 6.5MLD WTP CUM PUMPING PLANT- Filtration works (Mechanical Works) - Actuated sluice valves for Filter beds & Intake

Air Commpressor (35-40HP )single unit

Automated Alum Dosing system(60lph)

Instrumentation Works - Loss of head Transmitters

Rate of Flow Transmitters

Ultrasonic level transmitters for Backwash tank, Clear water tank & Intake chamber

UV system

Turbidity Analyser

pH Analyser

Clear water Flow meters

Pressure Transmitter for Air

Conductivity Analyser

Pumping Plant (Mechanical Works) - Pump for 1800 LPM, 50mtr head with Motor 35hp with accessories

Pump for 2500LPM, 40mtr head with motor 40hp with accessories

Actuated valves

EOT Crane

MS Pipeline with reducers and fittings etc.

Electrical, Automation, SCADA & Instrumentation works - 11KV/415V oil cooled, copper wound transformer 160KVA

Incomer VCB panel

Incomer LT Power distribution panel

Automatic phase sequence corrector panel

Servo voltage stabiliser with bypass switch

DG set 160KVA with automatic AMF panel

Power Cabling (3 core copper cable 50sqm)

Automatic SCADA operable Pump Motor starter control Panel ATS type 40HP IEC-61439 certified

RTU Panels cyber security certified

Pressure transmitters (8Kg per sq cm)

Flow meters (350cumper hr/350000 ltr per hr)

Level Switch

Level transmitter

Electrical safety accessories & earthing

Instrument and control cabling

SCADA Software with PC for LCS & MCS, ups etc.

Miscellaneous works, furniture etc.

REMOTE OHT AUTOMATION - Level transmitter

Actuated valves

RTU Panels cyber security certified

05 YEAR OPERATION & MAINTENANCE- Operation, Maintenance & Repairing of Newly Constructed Kaulagarh Water Supply Scheme having 6.5 MLD WTP, 03 nosOTH, Rising Mains, Gravity main, distribution Pipe Lines of various Diameters, Water Connections for 05 Years including Repairing of Pipe Line Leakages,Removal of Pipe Line Chockages,Water Connections with required all material (Fittings & Specials) ,Labour, Cartage,T&P etc. complete of various Materials and Diameters, Valves Operation, DG Set. Operation & maintenance, Repairing of damaged Pumping Plants including Lowering/Lifting, Repairing of Electrical Instruments/Starters/Switch gears/ Protection Instruments, Main Switches, Cutouts, Cables,Change Over Switch etc., Repairing of Various types of Sluice Valves/Non Return Valves/Air Vaves/Scour Valves/Flow Meter.Fire Hydrants /etc.Supply, Transportation, Loading/Unloading, Mixing & Injecting of Sodium Hypo Chloride Solutions for Dosing including maintenance of Dosing Pumps/Analyser, Maintenance of Servo Voltage Stabilizers with Spares, SCADA related Electrical Instruments/ Panels/Computers/Printer Pressure Transmitters, Meter Reading/ maintenanance of Water Meters,OHT/CWRs Water Lever Indicater/Ground Water Level Indicater, Distribution of Bills,Collection of Water Samples & O.T. Testing,Distribution of Water through Water Tankers in case of failure of Water Supply,Repairing of Civil Work such as Scada Control Room ,Pump House/OHT,Valve Chambers/ Boundary Wall ,Entrance Gate etc. Revenue Collection,Customer Grievances addresal Excluding Electricity Charges. During First Year

O & M Cost for 2nd year(@ 10% increament per year)

O & M Cost for 3rd year(@ 10% increament per year)

O & M Cost for 4th year(@ 10% increament per year)

O & M Cost for 5th year(@ 10% increament per year)

Operation, maintenance and repair of existing water supply scheme including pipeline leakage repair of different dia and materials, valve operation and valve repair, water bill distribution work, transportation and mixing of sodium hypoclorite (will be provided by department), water supply fault timely complain redressal, OHT cleaning in every 6 months including all material, labour, T&P etc. required for proper water supply as per direction of engineer-in-charge but excluding motor-pumpset repair, lowering-lifting work. (ANNEXTURE-10)