Tender For Survey, Design & Construction Of Works Consisting Of 6.50 Mld Water Treatment Plant, Over Head Tanks, Building Works, Laying Of Pipeline, Road Reinstatement Works & Supply Installation Testing and Commissioning of Pumping Plants, Automatio
Tender Value
39.34 Crore
Estimated cost
Bid Submission
30 Sep 2026
4 days left
EMD
64.34 Lakhs
Bank guarantee accepted
Document Fee
29500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Survey, Design & Construction Of Works Consisting Of 6.50 Mld Water Treatment Plant, Over Head Tanks, Building Works, Laying Of Pipeline, Road Reinstatement Works & Supply Installation Testing and Commissioning of Pumping Plants, Automation Works And All Other Appurtenant Works Including Civil & Electro-Mechanical Works With 05 Years O&M Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of Kaulagarah Water Supply Scheme Under Amrut 2.0 Programme
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Sep-2026 | Corrigendum for Change in Bid Document Section IV and Section II | Other | 30-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | RCC INTAKE CHAMBER (SIZE: 2.00M X 1.50M X 1.50M)Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 2 | Ordinary / Medium rock |
| 3 | Hard Rock |
| 4 | 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. For Mild steel and Medium Tensile steel bars. |
| 7 | Centering shuttering including struttings, propping etc. and removal of form work |
| 8 | Foundation, footing, bases of column, etc for mass concrete. |
| 9 | Wall (any thickness) including attached pliasters, butterresses, plinth and strings courses etc. |
| 10 | Suspended floors, Roofs, landing, balconies and access platform. |
| 11 | Supply and fixing of C.I. Foot steps in both the chambers |
| 12 | Providing and lay 500 mm dia perforated MSERW. pipes having 10mm dia holes 25mm apart of MS strainer at a grading of 1 in 100. |
| 13 | 500 mm dia, 5.6 mm thick. MSERW Pipe @ 5% extra for Perforation. |
| 14 | FIixing of outlet,washout, inlet over flow pipe(500 mm dia) with supply of material including Cartage |
| 15 | 500 mm dia, 5.6 mm thick. MSERW Pipe |
| 16 | WATER TREATMENT WORKS (6.5 MLD WTP)Design, Supply, Construction, Testing, and Commissioning of 6.5 MLD Capacity Water Treatment Plant (WTP) (compatible to the future extension to design capacity of 10.0 MLD) Complete as per latest CPHEEO manual turnkey execution encompassing all civil, electro-mechanical, structural, hydraulic, and finishing works including: RCC Intake Chamber; RCC Alum Dosing-cum-Mixing Chamber; RCC Flocculator Unit with baffles and mechanical/hydraulic drive assemblies; RCC Pre-Settling Tank and RCC Post-Settling Tank with sludge launders; Rapid Gravity Sand Filter (RGSF) units complete with underdrain lateral systems, dual-media filter sand and gravel, washwater troughs, backwash headers, and filter gallery; RCC Overhead Backwash Water Tank of suitable capacity and staging with inlet/outlet manifolds and access ladder; and an min. 850 KL RCC Ground Level Service Reservoir / Clear Water Reservoir complete with internal aluminum and external M.S. ladders, lockable M.S. manhole covers, ESE/conventional lightning protection, mechanical level indicator, vertical inlet/outlet/washout pipe fittings with sluice valves, 0.60 m wide surround apron flooring, food-grade/approved waterproofing, painting, hydraulic testing, trial run, and complete commissioning in accordance with departmental guidelines and approved engineering designs.Note: All works include supply of materials, labour, water proofing, hydraulic testing, filling for testing, trial run, commissioning, and painting complete in all respects as per departmental guidelines and approved architectural/structural drawings. |
| 17 | GRAVITY /RISING MAIN / DISTRIBUTION SYSTEM PIPELINEClearing jungle including uprooting of rank vegetation grass bush wood ,trees & saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to distance of 50 m outside the periphery of the area cleared |
| 18 | Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 50 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches. |
| 19 | Excavation in medium rock by chiselling or by using special T&P in pipe line trenches lead upto 30 m & lift up to 1.5 m required for proper completion of work . |
| 20 | Excavation in hard rock by chiselling or by using special T&P in pipe line trenches lead upto 30 m & lift up to 1.5 m required for proper completion of work . |
| 21 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :Bituminous road |
| 22 | 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) |
| 23 | Taking out existing CC interlocking paver blocks from footpath/ central verge, 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. |
| 24 | Provision for barricading in two rows and necessary diversion of paths and where as necessary with the help of ballies, ropes, flags, signals and light signals etc. as per requirement including supply of all material T&P etc complete.Along the pipe |
| 25 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW Pipes grade Yst 210, confirming to IS: 1978 - 1982, 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. |
| 26 | 550 mm dia, 5.6 mm thick. MSERW Pipe |
| 27 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes confirming to IS : 8329/2000 including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete. |
| 28 | DI K9 Pipe 200 mm dia |
| 29 | DI K9 Pipe 250 mm dia |
| 30 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes confirming to IS : 8329/2000 including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete. D.I. Pipe (S&S K-7) : |
| 31 | 100 mm dia |
| 32 | 150 mm dia |
| 33 | 200 mm dia |
| 34 | 250 mm dia |
| 35 | 300 mm dia |
| 36 | 350 mm dia |
| 37 | 400 mm dia |
| 38 | Providing & laying D.I specials of class k- 12 suitable for mechanical jointing as per IS : 9523-2000 |
| 39 | Up to 600 mm dia |
| 40 | Provision for crossing Pipe through existing drains coming across the alignment of sewer including making it good after laying the pipe. |
| 41 | Providing & Fixing D.I. D/F Sluice Valves Confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete. Sluice Valve ( P.N 10 ) |
| 42 | 100 mm dia |
| 43 | 150 mm dia |
| 44 | 200 mm dia |
| 45 | 250 mm dia |
| 46 | 300 mm dia |
| 47 | 350 mm dia |
| 48 | 400 mm dia |
| 49 | 550 mm dia |
| 50 | Providing & Fixing Ultrasonic Water Flow Meter for Bulk pipe lines inline type, flange end with Integral mounted, Flow rate & Totaliser display, Battery operated (with five year battery life) Communication : UART/RS485, suitable against antifraud attempts etc. including all necessary fittings complete. |
| 51 | 200 mm dia |
| 52 | 250 mm dia |
| 53 | 300 mm dia |
| 54 | 350 mm dia |
| 55 | 400 mm dia |
| 56 | 550 mm dia |
| 57 | Providing and Fixing C.I. Air valve (Double Acting) in position incl.all lab. Material T&P etc. |
| 58 | 50 mm dia |
| 59 | Providing and fixing Fire Hydrant Valve confirming to IS:5290 (Flanged) in position including all material, labour, T&P etc complete |
| 60 | 80 mm dia |
| 61 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 62 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 63 | Constructing RCC Chamber 120x120x150 cm inside, 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) wall thickness 20 cm, including necessary excavation, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) finished with a floating coat of neat cement complete as per standard Type design including all material Lab T& P etc. |
| 64 | Supply of all materials, labour, T & P etc. and Construction of R.C.C Anchor Block as per type design complete |
| 65 | Making connection from gravity main pipeline at ground to Existing OHT including arrangement for vertical pipe, inlet, etc. Providing, laying, jointing of DI D/F K-9/API/MSERW including clamps, scaffolding, cutting holes, provising puddles, and making good the same, empting OHT/GSR, cleaning internal ane external surface of OHT/GSR and Testing as per relevant IS code for leakage and carrying out necessary work to eliminate leakage in connection and repair of other necessary items of OHT, and disinfection of OHT/GSR, etc. To complete the work as per directions of Engineer-in-charge. |
| 66 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 67 | 550 mm dia pipe |
| 68 | PROTECTION WORK Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. For protection work ar river.All kinds of soil |
| 69 | RR Stone Masonry 1:6 including supply of all materials, labour, T&P etc. complete |
| 70 | RR Dry including supply of all materials, labour, T&P etc. complete |
| 71 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders - GI wire 10 gauge BWG |
| 72 | Hand Packed stone filling in back of wallls including supply of all materials, labour, T&P etc. complete |
| 73 | PIPE ANCHORING AT RIVER STRETCHProvide and lay P.C.C 1:3:6 with cement, local sand and 40 mm gauge stone ballast including supply of all material labour T&P required for proper completion of the work in foundation. |
| 74 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level/above plinth level Mild steel & medium tensile steel bars. |
| 75 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 76 | for foundations ,footings,bases of columns etc. |
| 77 | for columns ,pillers,piers,abutments,posts&struts |
| 78 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, reinforcement - All work up to plinth level : shuttering, finishing and 1:1.5:3(1cement : 1.5 coarse sand (zone-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 79 | Repairing of existing pipe line damage during excavation fot the alignment of new pipe line including all material labour T& P extra. |
| 80 | Reparing of D.I Pipe line up to 100 mm dia |
| 81 | Reparing of D.I Pipe line up to 150 mm dia |
| 82 | Reparing of D.I Pipe line up to 200 mm dia |
| 83 | Reparing of D.I Pipe line up to 250 mm dia |
| 84 | Repair of Leakage of 75mm to 110mm dia PVC existing pipe line including cutting of pipe, fixing of G.I.D/Joints & also excavation of earth including supply of all materials, labour T&P etc. complete |
| 85 | Repair of Leakage of 140mm to 160mm dia PVC existing pipe line including cutting of pipe, fixing of G.I.D/Joints & also excavation of earth including supply of all materials, labour T&P etc. complete |
| 86 | Repairing of domestic house sewer Connection in 110 mm dia PVC pipe including excavation of earth,filling,cutting of pipe, fixing Joints including supply of all materials, labour T&P etc. removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches and cleaning of site properly after complition of the work |
| 87 | Repairing of existing house hold connection damage during excavation in the alignment of new pipe line including all material labour T& P extra. |
| 88 | Providing interconnection from existing pipe line to new DI pipe line Cutting the existing S&S or flanged C.I. running water main, inserting specials or fittings, bailing or pumping out water, cartage of required materials, returning the scrap to the store, etc. complete, but excluding the cost of insertion pipes and specials, making joints, baring out the existing main benders as well as subsquent backfill. |
| 89 | 100 mm dia to 150 mm dia pipe |
| 90 | 200 mm dia to 300 mm dia pipe |
| 91 | 300 mm dia to 400 mm dia pipe |
| 92 | Disinfecting C.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory.per 100 m |
| 93 | 100 mm dia |
| 94 | 150 mm dia |
| 95 | 200 mm dia |
| 96 | 250 mm dia |
| 97 | 300 mm dia |
| 98 | 350 mm dia |
| 99 | 400 mm dia |
| 100 | 550 mm dia |
| 101 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 102 | Relaying of interlocking tiles after laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. |
| 103 | OVERHEAD STORAGE RESERVOIRS (OHT)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/M2 including Additional rates for staging per meter height beyond 12 m height including cost of all material, labour, shuttering, scaffolding T&P complete |
| 104 | 1200.0 KL Capacity OHT/22 m Staging |
| 105 | Providing, repairing and maintenance of existing Overhead Water Tank (OHT), including inspection and assessment of the tank structure, repair of RCC components such as columns, beams, slabs, walls and staging, wherever required. The work shall include cleaning and removal of loose concrete damaged RCC, cracks and deteriorated portions; repairing with suitable cement mortar/polymer modified mortar/non-shrink repair material; sealing of cracks and leakage through approved waterproofing treatment; repair of damaged, inlet, outlet, overflow, scour & washout and connection from new Rising main to inlet pipe with all arrangements including cost of all labour T&P complete in all respects as directed by the Engineer-in-Charge. |
| 106 | 500.00 KL capacity OHT -2 at zone 01 ballupur (Taking @ 5.81% of Rs. 5695000 the new cost of OHT.) |
| 107 | Engagement of an independent, accredited Third-Party Inspection Agency (TPIA) to carry out structural health assessment and Non-Destructive Testing (NDT) on an existing Overhead Water Tank (OHT) to evaluate its structural integrity, concrete strength, durability, and serviceability without causing physical damage to the structure. |
| 108 | Dismantling of existing RCC Overhead Water Tank (700 KL) and other avaliable structure in Kaulagarh Campus and Rajendra Nagar OHT campus, in a safe and controlled manner, including dismantling of RCC tank, staging/supporting RCC members, columns, beams, slabs, Raft foundation and all associated structural components by suitable and approved methods, using necessary safety arrangements and precautions to prevent damage to adjoining buildings, structures, roads, utilities, pipelines and other public/private properties and to ensure the safety of the general public, workers and surrounding area; including controlled cutting, breaking and lowering of dismantled materials, barricading and protection of the site, collection and removal of debris, stacking of serviceable materials and disposal of unserviceable debris at an approved location, complete in all respects as directed by the Engineer-in-Charge. |
| 109 | SITE DEVELOPMENT, BOUNDARY WALL & HORTICULTURE WORKSInternal Roads and pathsCC pavement with vacuum dewatered concrete |
| 110 | 1 lane (3.5m wide) Road length= 150 meters Inside of WTP Plot |
| 111 | Footpath with PCC base, 60mm thick paver blocks and kerb stone edging including Ramp for internal movement |
| 112 | Within WTP along Road. (Road length= 150 m) X (1.5 m shoulder/ footpath on both side = 3m wide & Within WTP, ramps for internal movement upto WTP Units. (Ramps for internal movement to units 10m) X (3m wide) |
| 113 | Street lighting with LEDSupplying, installation, testing and commissioning of LED street / compound / high mast / pathway / landscape lighting for the entire campus |
| 114 | Horticulture worksProviding and developing landscaping works within the WTP premises, including site preparation, dressing and leveling of soil, supply and spreading of good quality garden soil, development of lawns, plantation of suitable ornamental and shade-giving trees, shrubs, flowering plants and hedges, provision of tree guards wherever required, preparation of flower beds, grassing, watering, manuring, application of fertilizers, mulching and all other necessary horticultural works. The work shall include procurement, transportation, planting, initial maintenance and establishment of all plants, including replacement of damaged or dead plants during the maintenance period, complete in all respects as directed by the Engineer-in-Charge. |
| 115 | Provision of 1.5 m high Boundary Wall in brick masonry including supply of all materials, labour, T&P etc. complete at Proposed at WTP & OHT Campus |
| 116 | Provision of Barbed Wire Fencing through angle iron posts around the water works site at Proposed at WTP & OHT Campus |
| 117 | Provision of M.S. Iron Gate with Pillars of 3.6 m wide |
| 118 | PUMP HOUSE & STAFF QUARTERSEARTH WORKEarth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 119 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 120 | Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.C 20% with 1% concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under floor,apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of building shall be measurd for payment.) |
| 121 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. |
| 122 | CONCRETES WORKProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 123 | REINFORCED CEMENT CONCRETEProviding and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 124 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 125 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.T.M.T |
| 126 | Centring and shuttering including strutting,ropping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete. |
| 127 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 128 | Slab beams,& plinth beams |
| 129 | Suspended floors, roofs, landings, balconies and access platform. |
| 130 | BRICK WORKBrick work with F.P.S. bricks of class designation 75 in foundation and plinth inCement mortar 1:6 (1 cement : 6 coarse sand) |
| 131 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). |
| 132 | Brick work with F.P.S. bricks of class designation 75 in superstructure Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 133 | WOOD WORKProviding and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.) |
| 134 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete |
| 135 | 300x16 mm |
| 136 | 250x16 mm |
| 137 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm |
| 138 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete |
| 139 | 250x10 mm |
| 140 | 150X10 MM |
| 141 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper |
| 142 | STEEL WORKSteel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 143 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steelTee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs andscrews or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 144 | Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side /top /centre hung with beading and all members such as K11 B and K12 B etc.complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required |
| 145 | Fixing glass panes, with putty and nails wherever necessary 4 MM thick |
| 146 | FLOORINGCement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) 40 mm thick finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 147 | FINISHING6 mm cement plaster 1:3 (1 cement: 3 fine sand) on ceiling |
| 148 | 12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work. |
| 149 | 15 mm cement plaster on rough side of single or half brick wall of mix 1: 4 (1 cement: 4 fine sand) |
| 150 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (New work (two or more coats) over and including priming coat with cement primer) |
| 151 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 kg/10 sqm) |
| 152 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture |
| 153 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 154 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete. |
| 155 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 156 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc., for internal exposed work on walls (15 mm, 20 mm, and 25 mm dia nominal bore) as well as for external work including trenching and refilling etc. (25 mm dia nominal bore); providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete for new work (15 mm, 20 mm, and 25 mm nominal bore); providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931, C.P. brass long body bib cock conforming to IS standards and weighing not less than 690 gms (15 mm nominal bore), and C.P. brass concealed stop cock of standard design and approved quality (15 mm nominal bore); providing and fixing high or low pressure brass ball valve of approved quality with plastic floats complete (20 mm nominal bore), alongside gun metal horizontal non-return valve with screwed end of approved quality (25 mm nominal bore); and providing and placing on terrace at all floor levels ISI:12701 marked polyethylene water storage tank with cover and suitable locking arrangement, including making necessary holes for inlet, outlet, and overflow pipes, but excluding fittings and base support for the tank. |
| 157 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast iron P or S trap, 10 litre low level white P.V.C. flushing cistern, flush pipe, handle lever device conforming to IS : 7231, and all complete fittings including cutting/making good walls and floors (White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral foot rests); providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 with drain board (510x1040 mm, bowl depth 225 mm); providing and fixing sand cast iron S&S soil, waste, and vent pipes as per IS: 1729 (100 mm and 75 mm dia); providing and fixing PTMT soap dish holder (138 mm x 102 mm x 75 mm) with concealed fittings, weighing not less than 106 gms; providing and fixing M.S. holder-bat clamps of approved design for PVC/Sand Cast iron/cast iron (spun) pipes (100 mm and 75 mm dia) embedded in 10x10x10 cm cement concrete blocks of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cutting holes and making good walls; and providing and fixing bends of required degree with bolts and nuts complete (for 100 mm and 75 mm diameter pipes), including both plain bends and bends with access doors with 3 mm thick insertion rubber washers. |
| 158 | Executing point wiring in surface or recessed medium class 25 mm PVC conduit with 1.5 sq. mm FRLS PVC insulated single-core copper conductor cables (along with 1.5 sq. mm FRLS PVC copper earth wire) for light, fan, exhaust fan, call bell, and twin-control light points using piano-type switches, phenolic laminated sheet covers, and suitable M.S. boxes; providing power plug wiring (2x4 sq. mm with 1x4 sq. mm earth wire) and circuit/submain wiring (2x1.5 sq. mm + 1x1.5 sq. mm earth wire and 4x6 sq. mm + 2x6 sq. mm earth wire); supplying and fixing 5/6A piano-type switches, 3-pin 5/6A socket outlets, stepped electronic fan regulators, 3-pin 5A ceiling roses, brass batten/angle holders, single-phase 230V call bells/buzzers, light plug point metal boxes (150x75x60 mm) with 3-pin 5/6A sockets and 5/6A switches, and power plug point metal boxes (180x100x60 mm) with 6-pin 5/6 & 15/16A sockets and 15/16A switches; installing, testing, and commissioning pre-wired fluorescent/CFL fittings, ceiling fans (with standard down rods up to 30 cm and 1.5 sq. mm FRLS wiring), exhaust fans (up to 450 mm sweep), and fitting extra louvers/shutters with frames; supplying and fixing an 8-way single-door SPN sheet steel MCB distribution board (240V) complete with wire box, terminal blocks, tinned copper busbar, neutral link, earth bar, din bar, and powder coating, alongside single-pole C-curve 5A to 32A MCBs (240/415V, 10 kA) and a 40A double-pole MCB isolator (240V); executing earthing using a 600x600x6 mm G.I. earth plate electrode with a 2.7 m watering pipe, masonry enclosure, cover plate, charcoal/coke, and salt, as well as supplying and laying a 25x5 mm G.I. earth strip 0.50 m below ground; and supplying/installing non-scheduled extra items including 1200 mm sweep AC 230/250V 50 Hz energy-efficient ceiling fans (Bajaj/Crompton/Havells), 300 mm sweep 900 rpm exhaust fans with mounting frames (Model: Venti Air - 7.5, Bajaj/Crompton/Havells), 12W B22 LED glass bulbs (6000K/4000K/3000K), and wall-mounted 1x22W T5 LED tube light battens with extended aluminium heat sinks and integrated electronic drivers. |
| 159 | HOUSE CONNECTIONProviding House connection from main pipe line to HH boundary wall by15 mm dia including all material, pipe and required special etc complete. |
| 160 | WATER METERP/F Multijet domestic mechanical Water Meter Class-B dry dial, magnetically coupled, temper proof confirming to IS: 779-1994 or ISO: 4064 IP68 in position including all material, labour, T&P etc complete. 15 mm dia including all material, pipe and required special etc complete. |
| 161 | Operation and Maintenance of 6.50 MLD capacity Water Treatment Plant at Rajendra Nagar Kaulagarh and associated Rising Main/Gravity Main/Distribution Pipeline network for a period of 5 years including deployment of qualified manpower, supply of all chemicals like Alum, Lime, Chlorine, Poly-electrolyte, carrying out routine repair & maintenance of all civil units, daily laboratory testing of raw & treated water as per IS:10500-2012, sludge handling & disposal from clariflocculator/filter backwash to designated site, maintaining log books, energy audit, and handing over the plant in satisfactory working condition after contract period. Scope includes pipeline maintenance i.e. leakage detection & repair, replacement of damaged valves/air valves/washout valves/sluice valves, scouring, chlorination of pipeline, and attending consumer complaints within 24 hrs. All consumables, tools, tackles, safety equipment, , main pumping system, HT/LT systems, DG sets, pumps, motors, PLC/SCADA, instrumentation and allied equipment complete, including operation, preventive and breakdown maintenance, manpower, consumables, tools & tackles, testing and all incidental works, excluding diesel and electricity cost, and statutory compliance in contractor’s scope. |
| 162 | O & M Cost for 1st year |
| 163 | O & M Cost for 2nd year |
| 164 | O & M Cost for 3rd year |
| 165 | O & M Cost for 4th year |
| 166 | O & M Cost for 5th year |
| 167 | E&M WORKS FOR MPSZONE1Supply and installation of Centrifugal Pump (1900 LPM, 45 M Head 1450 RPM) for Zone-I |
| 168 | Electric Motor |
| 169 | Base Plate |
| 170 | Zone- IISupply and installation of Centrifugal Pump (2600 LPM, 55 M Head 1450 RPM) for Zone-II |
| 171 | Electric Motor |
| 172 | Base Plate |
| 173 | Supply and installation of SCADA operated VFD panel for operation of 02 No. (1 working and 1 stand by) pumps suitable to operate 35 HP, 3-phase Induction motors (Zone-1) which consisting of Variable Frequency Drives (VFD) – 02 Nos. with having all related protection devices detailed as in Site Requirement. |
| 174 | Supply and installation of SCADA operated VFD panel for operation of 02 No. (1 working and 1 stand by) pumps suitable to operate 60 HP, 3-phase Induction motors (Zone-1) which consisting of Variable Frequency Drives (VFD) – 02 Nos. with having all related protection devices detailed as in Site Requirement. |
| 175 | Supply and fixing of control panel : Incoming -2 No. 500 Amp. MCCB (01 for DG set, 01 for transformer) including switch gear arrangement & Outgoing 05 No. (160 Amp., 100 Amp., 63 Amp. MCCB) with all protection device, Ampere meter, bolt meter, etc. as per detailed as per site requirement. |
| 176 | Actuator panels for motorised valve (For Zone-1 & Zone-2) |
| 177 | APFC panel consisting of required capacitor banks of approved makes in required automatic steps for continuous duty to improve P.F. upto 0.99 in required steps detailed as per site requirement. |
| 178 | Power Wiring and Earthing Materials |
| 179 | Complete power wiring to carry out wiring from Transformer to pump house control panel to starters to motors as below |
| 180 | Supply of 16 mm² PVC insulated 3 core submersible cable . |
| 181 | Supply of 25 mm² PVC insulated 3 core submersible cable . |
| 182 | Supply of 240 Sq. mm 3½ core Al. Cable. |
| 183 | Complete double earthing material for entire installation such as earth strips, earth plates, coal salt etc as required as per IE rules for seprate for zone-1 & zone-2 pumping plant |
| 184 | MAIN PIPING AND VALVES (for zone 1) : Suction side- CIDF sluice valve 200 mm size-2 Nos., bend-02 Nos.., Taper, pipes, flange, etc.& Delivery side - 150 mm dia class 150 CS D/F motorized gate valve- 02 Nos., CS D/F reflux valve-02 Nos., redial tee, flange, distance piece, nut bolt, etc. & By Pass Arrangement - 200 mm size cast steel gate valve-02 Nos. and reflux valve-01 No. of class 150 ASA, tee and all related item detailed as per site requirement. |
| 185 | MAIN PIPING AND VALVES (for zone 2) : Suction side- CIDF sluice valve 250 mm size-2 Nos., bend-02 Nos.., Taper, pipes, flange, etc.& Delivery side - 150 mm dia class 150 CS D/F motorized gate valve- 02 Nos., CS D/F reflux valve-02 Nos., redial tee, flange, distance piece, nut bolt, etc. & By Pass Arrangement - 200 mm size cast steel gate valve-02 Nos. and reflux valve-01 No. of class 150 ASA, tee and all related item detailed as per site requirement. |
| 186 | Supply of gauges for all pumps |
| 187 | Tools |
| 188 | HOT crane 2 ton capacity chain pulley block, 6 mtre. Lift complete with travelling trolley, side girders and other associated items detailed as per site requirement. |
| 189 | Fire extinguisher system 6 kg - 02 Nos. CO2 & 2 Nos. ABC type and 25 kg - 01 No. ABC type with stand with four fire buckets trolley mounted |
| 190 | Supply of spare Centrifugal Pump (1900 LPM, 45 M Head 1450 RPM) for Zone-I |
| 191 | Spare Electric Motor |
| 192 | Supply of spare Centrifugal Pump (2600 LPM, 55 M Head 1450 RPM) for Zone-I |
| 193 | Spare Electric Motor |
| 194 | Spare VFD for Zone-1 and Zone 2 |
| 195 | Painting of entire installation with 2 coats of super enamel paint |
| 196 | Supply,Installation Testing &Commissioning of 11/0.415 KV, 3 phase,200KVA 50 C/S AC supply copper wound electric transformers for MPS (with transformer oil) one no. T/F in running & other in stand by as |
| 197 | Supply, Installation, Testing & commissioning of 11KV H.T. Panel(outdoor type) including VCB-1no. incomer&2 no outgoings with load break switch Ammeter, Voltmeter and selector switches having over current, earth fault, IDMT hi-set relays for protecting |
| 198 | 70 sq. mm H.T. XLPE cable armoured from H.T. panel to 11/0.44 KV Transformer side the switch room |
| 199 | Supply of 400 Amps three phaseChange over Switch with neutral link. |
| 200 | Complete double earthing material for entire installation such as earth strips, earth plates, coal salt etc as required as per IE rules 01 for neutral 01 for body and shall be separate for transformer- 1 and transformer-2 |
| 201 | Installation and Commissioning of Pumping Plants &all other electro mechanical equipment of zone 1 and zone 2 with acessories inside the pump house. |
| 202 | Supply of class-B, rubber resistance sheet suitable for 11 KV as per IS 15652 : (2006) |
| 203 | Internal electrification of Pump House, & external electrification with LED Lighting of campus . |
| 204 | Supply of 200 KVA Servo Volatage Stabilizer suitable for regulating incoming Voltage 300-500 V, outgoing voltage 415 V with change over switch. |
| 205 | Al.conductor armoured cabel of size 185 sq.mm. X 3.5 core for connection of Servo Volatage Stabilizer |
| 206 | S.I.T.C. of 160 KVA Silent Out door type DG sets with all associated systems and accessories, Base fame with AVM Engine Control panel with Microprocessor based AMF controller and MCCB/Isolator, Batteries terminals & external charger etc complete . |
| 207 | Al.conductor armoured cabel of size 185 sq.mm. X 3.5 core for connection of D G set |
| 208 | Complete double earthing material for entire installation such as earth strips, earth plates, coal salt etc as required as per IE rules for DG set (01 for neutral 03 for body) |
| 209 | Lightning Arrestor for Transformer/DG yard |
| 210 | SITC OF AUTOMATION :Supply, programming/ installation, testing and commisioning of PLC/ RTU based (with 7 inch HMI) automation panel for Zone- 1 & Zone- 2 pumping plant integrated with a GSM/4G communication modem, suitable for remote monitoring and control of motor and field instruments such as VFD, pressure transmitter, flow meter, level sensors, etc. including SCADA software, sufficient No. of DI/DO, AI/AO, RS 485 port and atleast 20% extra DI/DO & AI/AO complete in all respect. |
| 211 | IOT based intelligent Pressure transmitter inside the pump house capable to communicate/transmit data to MIS as well as local control room server For Zone 1 & Zone 2 . |
| 212 | IOT based Electro magnetic flow meter capable to communicate/transmit data to MIS as well as local control room server of 150 size inside (One size smaller than 200 mm dia rising main) For Zone 1 Meter size, pressure rating and range (Qmin–Qmax) may be vary according to detailed hydraulic design and as per CPHEEO/IS requirements and submitted for approval before procurement. |
| 213 | IOT based Electro magnetic flow meter capable to communicate/transmit data to MIS as well as local control room server of 200 size inside (One size smaller than 250 mm dia rising main) For Zone 2 Meter size, pressure rating and range (Qmin–Qmax) may be vary according to detailed hydraulic design and as per CPHEEO/IS requirements and submitted for approval before procurement. |
| 214 | Motorised valve for delivery side from over head tank (For Zone-1 & Zone-2) |
| 215 | SCADA operated panel for motorised valve for OHT |
| 216 | SITC of solar / AC supply based Ultrasonic/ Radar type Level transmitter (For OHT-1, 2 and sump) |
| 217 | Provision for data transmission from LCS/ instruments to the MIS and other locations as specified by the department including development API etc. as required. |
| 218 | CCTV camera at pump house campus with 2 MP, IP dome CCTV colour night vision, |
| 219 | Industrical type UPS of 5 KVA with 150 AH*2 Battery Unit, Backup For 2 Hours for control supply of automation and instruments at MPS |
| 220 | Signal cabling between RTU/PLC and field instruments including screened/unscreened & control copper cable, etc complete in all respect with testing. |
| 221 | Testing of Pumping Plants including Automation system (zone-1 and zone-2) against guaranteed figures of 'Schedule E' |
| 222 | At Works |
| 223 | At Site |
| 224 | Trial & testing of entire system (Three months) including all consumable excluding electricity |
| 225 | O&M Works-Operation, Maintenance & Repairing of pumping plant, automation and related equipment of Kaulagarh Water Supply Scheme having DG Set. Operation & maintenance, Repairing of damaged Pumping Plants including, 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. 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,including man pawer Excluding Electricity and diesel charges. |
| 226 | O & M Cost for 1st year |
| 227 | O & M Cost for 2nd year |
| 228 | O & M Cost for 3rd year |
| 229 | O & M Cost for 4th year |
| 230 | O & M Cost for 5th year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 22, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 30, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysSep 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
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