Tender For Relocation & Reconstruction Of Various Water Supply, Sewerage & Lift Irrigation Schemes On The Left Bank Of River Beas, Submergence Due To Construction Of Dhaulasidh H.E.P. By S.J.V.N.L. In Tehsil Sujanpurdistt. Hamirpur (H.P.) (Sh:- Const
Tender Value
14.36 Crore
Estimated cost
Bid Submission
15 Sep 2026
4 days left
EMD
15.11 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hamirpur → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Relocation & Reconstruction Of Various Water Supply, Sewerage & Lift Irrigation Schemes On The Left Bank Of River Beas, Submergence Due To Construction Of Dhaulasidh H.E.P. By S.J.V.N.L. In Tehsil Sujanpurdistt. Hamirpur (H.P.) (Sh:- Construction Of 1 No. Rcc. Framed Open Well Intake Structure, Construction Of 1 No. Clear Water Tank Of 5,50,000 Liter Capcity With 3.00 Meter Staging Height , Construction Of 1 No. Pump House Cum Attendent Room At Lwss Sujanpur Town Old, Construction Of 1 No. Rcc. Framed Open Well Intake Structure, Construction Of 1 No. Pump House Cum Attendent Room, Construction Of Water Treatment Plant (Wtp) Of 0.65 Mld Capcity, Providing, Fixing, Testing & Commissioning Of Uv (Ultra Voilet) Plant With Automatic Cleaning Wiper For 20.88 M3/Hour Capacity, Providing, Laying , Jointing & Testing Of Various Dia Rising Mains. Supply & Erection Of Centrifugal And Submersible Pumping Machinery With Allied Accessories At Lwss New Karot And Old Karot, Construction Of 1 No. Rcc. Framed Open Well Intake Structure. Providing Laying , Jointing And Testing Of Various Dia Rising Mains & Supply & Erection Of Submersible Pumping Machinery With Allied Accessories At Lis Bhaleth, Construction Of Reinforced Cement Concrete Underground Collection Tank Of 50,000 Liter Capacity, Construction Of 1 No. Pump House Cum Attendent Room, Providing Laying , Jointing And Testing Of Various Dia Rising Mains & Supply & Erection Of Centrifugal/Submersible Pumping Machinery With Allied Accessories At Lis Longanimathan, Construction Of 1 No. Rcc. Framed Open Well Intake Structure, Providing Laying , Jointing And Testing Of Various Dia Rising Mains & Supply & Erection Of Submersible Pumping Machinery With Allied Accessories At Lis Balehukarotkidki, Construction Of 1 No. Rcc. Framed Open Well Intake Structure, Construction Of Reinforced Cement Concrete Underground Collection Tank 80,000 Liter Capacity, Construction Of 1 No. Pump House Cum Attendent Room, Providing Laying , Jointing And Testing Of Various Dia Rising Mains & Supply & Erection Of Centrifugal/Submersible Pumping Machinery With Allied Accessories At Lis Palahi& Construction Of Sewerage Treatment Plant (Stp) Of 1.50 Mld Capacity With Operation And Maintenance Of Stp For 5 Years). Job-Ii
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation, trenches (for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts Excluding restoration metalled surfaces to its original condition( Will be paid Separately) & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 2 | Excavation in foundations and trenches of intake structure up to all depths and all classifications of earth work such as pick work, jumper work, blasting soft / hard rock, chiseling, wedging out of soft and hard rock where blasting is prohibited, saturated soil, including dewatering, shoring and strutting and refilling trenches in 15cm layers and consolidation by ramming and watering etc. complete in all respect within all leads & lifts and as per direction and to the entire satisfaction of Engineer in charge. |
| 3 | Providing and laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 4 | Providing and laying cement concrete 1:6:12 ( 1 cement : 6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 5 | Providing & laying cement concrete using M-10 or 1:3:6 concrete mix with graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 6 | Providing and laying cement concrete work M 30 not linear than nominal mix 1:1.5:3 (1 cement: 1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in :- |
| 7 | Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 8 | floor two level to floor three level |
| 9 | Foundation & Plinth complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 10 | Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 11 | floor four level to floor five level |
| 12 | Lintels Beams girder bressumers & cantilever upto floor two level complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 13 | floor two level to floor three level |
| 14 | floor three level to floor four level |
| 15 | Arches upto floor two level complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 16 | floor two level to floor three level |
| 17 | floor three level to floor four level |
| 18 | Providing & laying cement concrete M 20 not linear than nominal mix 1:2:4 (1cement :2 sand : 4 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- |
| 19 | Suspended floor,roofs,landing & shelves & their support balconies,beams,girders,bre-ssumers & cantilever upto floor level complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 20 | Arches upto floor two level complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 21 | Random rubble masonary / Polygonal rubble masonary (coursed or brought to courses with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 ( 1 cement : 6 sand) complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 22 | Brick work using common burnt clay building bricks in foundation and plinth & In Superstructure in Cement Mortar 1:6 ( 1 Cement : 6 Sand) First class bricks complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 23 | Brick work using common burunt clay building bricks in foundation and plinth in cement mortor 1:6 (1 cement : 6 sand) complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 24 | Half bricks masonry in common burnt clay building bricks in cement mortar 1:4 (1cement : 4sand) complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 25 | 15 mm cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 26 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 27 | Providing and fixing anodised aluminium work for door, window,ventilators and partitions with extruded built up standard tubular and other sections of approved make PVC/neoprene necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections conforming to IS 733 and IS 1285 anodised transparent or dyed to required shade according to IS 1868 IS 733 and IS 1285 anodised transparent or dyed to required shade according to IS 1868 fixed with rawplugs and screws or with fixing clips, or with expansion hold fastners i/c necessary filling up of gaps at junctions, at top, bottom and sides with required shall be smooth, rustfree, straight and jointed mech., i/c sleast angle, snap beeding for glazing/panelling complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 28 | Providing and fixing glazing in aluminium door, window, ventilators shutters and partiotions etc with PVC/neoprens gaskets etc. complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 29 | Providing and fixing 10 mm thick anti skid water proof stain and impact resistant heavy duty vetrified tiles nitco or equivalent 300x300x10 mm manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12 mm thick cement mortar 1:3 (1cement : 3 sand) jointed with cement slurry mixed with pigment complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 30 | Pointing on brick work with cement mortor 1:3 (1cement : 3 sand) Raised and cut complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 31 | Providing 40x3 mm flat iron hold fast 40 cm. Long including fixing to frame with 10 mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm. 1:3:6 (1 cement : 3 sand : gragded stone aggregate 20mm nominal size) complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 32 | Providing and fixing MS round or square bars with MS flats at required spacing in frames of window and clerestory windows complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 33 | Providing corrugated GS sheets roofing fixed with polymer coated J& L hooks,boltsand nuts 8mm diameter with bitumen and and GI limpet washer or GI limpet washer filled with white led including the coat of steel primer and two coat of approved steel paint in overlapping of sheets complete ( upto pitch of 60 degree excluding the cost of purlin , rafter & trusses complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 34 | Cement concrete flooring 1:2:4 ( 1 cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement. (40 mm thick ) complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 35 | Applying priming coat on new steel and other metal surfaces with ready mixed paint and brushing to give an even shade including cleaning of all dirt, dust and other foreign matter complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 36 | Painting two coats excluding priming coat on new steel and other metal surfaces with ready mixed paint and brushing to give an even shade including cleaning of all dirt, dust and other foreign matter complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 37 | Providing and fixing anodised MS sliding door bolts with bolts and nuts screws etc. complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 38 | 300 *16 mm |
| 39 | Providing and fixing anodised MS tower bolts ( barrel type) with screws etc. complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 40 | 250 * 16 mm |
| 41 | 150 * 10 mm |
| 42 | Providing ad fixing anodised MS handles with necessary screws etc. complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 43 | 125 mm |
| 44 | Finishing wall with water proofing cement paint of approved brand and manufacture (Two coats ) brushing to give an even shade I/c cleaning of oil,dirt,dust and other foreign matters,sand papering and knotting etc.complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 45 | Providing and fixing ridges or hips 60 cm overall with 0.60mm thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 46 | Providing and fixing ridges or hips 90 cm overall with 0.60mm thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charges. |
| 47 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm dia complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 48 | Providing and placing on terrace (at all floor levels) polyethylene Sintex three layer water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (500 litrs Capacity) complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 49 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. ) With seat and lid,10 litre low level white P.V.C. flushing cistern including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, withall fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 50 | Providing 4 nos. CCTV Camera Bullet & Dome CP Plus 5 MP complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 51 | Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps,32mm C.P.brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P brass pillar taps complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 52 | Wiring for light / Fan point / Exhaust fan point / call bell point with 1.5 Sq.mm PVC insulated copper conductor cable in surface/recessed PVc conduct at required including of all material complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 53 | Wiring for light / power plug with 2 x 4 Sq.mm PVC insulated copper conductor or single core cable in surface/ recessed steel conduit alongwith 1 No.2.24 mm dia bare copper wire for loop earthing complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 54 | Wiring for Circuit wiring with 2 x 1.5 Sqm.mm PVC insulated copper conductor single core cable in surface/rcessed steel conduit as required including carrige of material upto all leads and lifts. 2 x 6 Sq.mm complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 55 | Wiring for sub-main wiring with the following size of copper conductor single core cable in surface/ recessed steel conduit complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 56 | Supplying and fixing metal box of 180 x 100 x 60mm deep (Nominal size) on surface/ recess with suitable size phonolic laminated sheet cover fixing 6 pin 15/16 amps socket tumber/piano type switch connections painting etc.complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 57 | Supplying and fixing backellite batten/angle holder including connection as required complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 58 | Providing, installing, testing and commissioning of celling fan and regulator inculding wiring the road of standard length (upto 30 cm) with 1.5 Sqmm PVC insulated copper conductor single core cable etc. as required sweep type complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 59 | Providing, installing, testing and commissioning of prewired flourscent tube fitting complete with ballast, starter and capactors but excluding flourscent tube rod, suitable to operate on 230 volts single phase A.C. supply directly on surface with copper wiring as required including carriage of materials within all leads and lifts tube fixture 1 x 40 watt Box Type Category \\"A\\". |
| 60 | Supplying and fixing 40 Amps to 63 Amps rating 240 Volts \\"L\\" series miniature circuit breaker of following poles in the exixting MCB DB complete with connections, testing and commissioning etc. as required inculding carriage of material within all leads and lifts. Category-A, 63 Amps. |
| 61 | Supplying and fixing of following six way single pole and netural sheet steel MCB distribution board 240 volts on surface/recessed completed with tinned, copper bus bar, netural link, earth bar, din bar detachable gland plate inter - connections, including painting, earthing etc. as required Bus bar 8 way. |
| 62 | Supplying and fixing 5 Amps to 32 Amps rating 240 volts, G series miniature circuit breaker of following poles in the existing MCB, DB complete with connections testing and commissioning etc. as required. (Single pole) |
| 63 | Earthing with G.I. pipe earth, pipe 4.5 length, 40 mm dia including accessories and providing masonry enclousres with cover plate having locking arrangement and watering pipe etc. ( but without charcal coke and salt) complete complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 64 | Extra using salt and charcoal for pipe earth electrode as required, complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 65 | Supplying and laying 6 Sqmm G.I. wire at 0.50 mtr below ground level for conductor earth electrode, including soldering etc. as required including carriage of materials within all leads and lifts. |
| 66 | Providing, fixing & testing Street Light Fixture with CFL of 36 watt, copper ballast, G.I Pipe bracket,complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 67 | Providing & fixing ISMB 200 girder AS/ST.DES. including fixing complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 68 | Providing plinth protection 50mm thick in cment concrete 1:3:6 (1 cement 3 sand and 6 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 69 | Providing under layer for plinth protection of 75 mm thick (unconsolidated) bed dry brick / stone aggregated 40 mm nominal size will rammed and consolidated and grouted with fine sand including preparation of ground complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work. |
| 70 | Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :- |
| 71 | Foundation, footing, bases of columns etc. and mass concrete complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 72 | Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters,buttresses,plinth & string courses & the like complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 73 | Flat surface such as soffits of suspended floors, roofs landing and the like |
| 74 | Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching,cantilevers,bressumers 1.00 mts. In depth in all heights from floor complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 75 | Side and sofits of Beam cantilever extra complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 76 | Columns, pillars, post & struts complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 77 | For stair case complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 78 | Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering, strutting, and propping etc. with wooden batten and ballies hight for propping and centring below supporting floor to ceiling not exceeding 4.00 meter height so as to give the rough finish complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 79 | Beyond 4.00 mts. Height complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 80 | Arches beyond 6.00 mts. Span complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 81 | Prov.in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand ) complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 82 | Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 83 | Stones/boulders filling behind the r/walls, also under floor & upstream of i/gallary/under floor etc.in all lifts & leads complete in all respect. For plinth protection complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 84 | Providing and fixing steel bar cage for fastening of pump with piers of 300 mm dia of mesh size 50 mm x 50 mm, 16 mm square steel bars complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 85 | Steel work welded in built up sections,trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coat of red paint :- In grating, framed ,guards,bars, ladders,railing,brackets & similar works complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 86 | In trusses and trussed purlings in buildings complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 87 | Providing & laying in trenches GMS Tubes (M class) fitting (Earth work in trenches to be measured & paid for separately) complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 88 | 150 mm (Medium Class) |
| 89 | Providing & laying GMS pipe confriming to IS 1239-1979 scewed and socketed joints (L.C.) including the cost of earth work in trenches complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 90 | 50 mm |
| 91 | Providing and fixing of double flanged cast iron sluice valve of following dia Kirloskar/Leader make (with hand hand wheel as per IS- 14846-2000 P.N.1.00 complete with nuts and bolts class including brass spindle) gasket sheet not less than 4mm thick complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 92 | 150 mm |
| 93 | Providing & fixing bends of required degrees made from parent tubes conforming to relavent codes fully flanged with MS Flange of Table - 5 conforming to IS 6392-1971 complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 94 | 150 mm |
| 95 | Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 96 | Prov. & fixing CI Man hole cover with frame having frames size of 500 mm internal dia. (Medium duty) The weight of cover & frame should not be less than 116 kg complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 97 | Providing and fixing 5.00 Ton Chain Pully / gantry of approved ISI make electrically operated alongwith all allied accessories complete in all respect with in all leads & lifts as per directions of Engineer in charge. |
| 98 | Providing, Laying, jointing and testing in trenches (to level or grade) G.I. Plain ended pipes of following dia (M class) conforming to IS:1239-2004(Part - I ) (latest upto date amendments) of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4 m-6 m with plain ends The laying of Pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in-Charge including entire carriage of materials upto all leads and lifts. (Earth work in trenches, welding of flanges/butt welding will be measured and paid for seperately) complete in all respect with in all leads & lifts as per directions of Engineer in charge.{Refered to Data Sheet No. 6(b)} |
| 99 | 150 mm dia Medium class |
| 100 | 80 mm dia Medium class |
| 101 | Providing, laying, jointing and testing in trenches of Galvanized MSERW flanged/butt welded pipes including cost of flanged bends of all degrees conforming to IS/ISO:3183-2012 with steel grade L-290 or X-42 ( with upto date ammendements )having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube.The M.S. flanges are to be provided 1% of total joints and remaining 99% joints with butt welded joints as per table below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes confirming to BIS 1364 (with upto date ammendments). 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees,valves etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736 -1986 (with upto date ammendments) with mass of zink coating not less than 400 gm/m2. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make.Negative tolerance in thickness and mass/weight will not be accepted. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches,butt welded joints and flanged joint shall be measured and paid for separately).{Refered to Data Sheet No. 6(a)} |
| 102 | MSERW pipe 400 mm dia wall thickness 4.80 mm IS/ISO-3183-2012 L-290 or X42 |
| 103 | MSERW pipe 300 mm dia wall thickness 4.80 mm IS/ISO-3183-2012 L-290 or X42 |
| 104 | MSERW pipe 250 mm dia wall thickness 4.80 mm IS/ISO-3183-2012 L-290 or X42 |
| 105 | MSERW pipe 200 mm dia wall thickness 4.80 mm IS/ISO-3183-2012 L-290 or X42 |
| 106 | Providing welding and fixing of M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) and welding of MS flanges with GMS/GMSERW pipes in two layers on both faces i.e two layer on outer faces and one layer on inner faces to make the joint leak proof (The cost of providing and layer of GMSERW pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364, the thickness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per the entire satisfaction of the engineer in charge within all leads and lifts. |
| 107 | M.S. Flanges 400 mm dia Flange table-5 |
| 108 | M.S. Flanges 300 mm dia Flange table-5 |
| 109 | M.S. Flanges 250 mm dia Flange table-17 |
| 110 | M.S. Flanges 250 mm dia Flange table-5 |
| 111 | M.S. Flanges 200 mm dia Flange table-5 |
| 112 | M.S. Flanges 150 mm dia Flange table-5 |
| 113 | M.S. Flanges 80 mm dia Flange table-5 |
| 114 | Providing circumferential butt welded joints by electrical arc welding to below mentioned dia with DPT testing and wall thickness GMSERW pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ES/ESAB make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipe in all leads and lifts, including DPT and coating of two coats of anticorrosive bituminous paint to the entire satisfaction of Engineer in charge. |
| 115 | GMSERW pipe 400 mm dia |
| 116 | GMSERW pipe 300 mm dia |
| 117 | GMSERW pipe 250 mm dia |
| 118 | GMSERW pipe 200 mm dia |
| 119 | GMSERW pipe 150 mm dia |
| 120 | GMSERW pipe 80 mm dia |
| 121 | Providing and fixing of double flanged cast iron sluice valve of following dia Kirloskar/Leader make (with hand hand wheel as per IS- 14846-2000 P.N.1.60 complete with nuts and bolts class including brass spindle) gasket sheet not less than 4mm thick complete in all respects in all leads and lifts |
| 122 | 80 mm dia |
| 123 | 150 mm dia |
| 124 | 200 mm dia |
| 125 | Providing and fixing double flanged cast steel sluice valve of following dia class ASA -150 & ASA-300 having test pressure of 52 kg Cm2 of Leader/ Kirloskar make as per BIS 1414- API-600 complete in all leads and lifts complete in all respects including required No. of Nuts and bolts and gasket sheet not less than 4mm in thickness to the entire satisfaction of the Engineer-in-Charge |
| 126 | 400 mm dia |
| 127 | 300 mm dia |
| 128 | 250 mm dia |
| 129 | Providing and fixing cast iron air valve of 40 mm dia, Double Ball type (Leader make) of class PN 10 having seat pressure of 10 Bar Hyd. or 11.22 Kg/cm2 in rising main complete in all respect as per entire satisfaction of Engineer in Charge. |
| 130 | Booster Stage: Providing & Installation of suitable submersible pumping set of KSB /LUBI/ WPIL/crompton/BS/SABAR Oswal / Kirloskar make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with impeller of suitable alloy suitable for handling Clear water having greased packed bearing and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor of 3 star rating having water proof cage of required HP & 2900/1450 rpm of reputed make conforming to BIS 9283-1979 Latest with upto date imendments, totally dust and water proof for sumersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearing and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It Should also be fitted with a devise to take up expansion of water with the heating of motor. The Power of Electrical motor/ motors should be at least (+) 10% in Excess of maximum power required by pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. All Electrical equipments such as starter, ICTP Switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type and fully automated based on SCADA. The pump set should include water level guards, erection clamp, cable clips, depth gauge NRV & Sluice valve (Cast iron PN 1.6 Leader/Kirloskar & flanged GMS/GMSERW for lowering of column pipe. The work should be completed to the entire satisfaction of the Engineer in charge. The Rates are for complete job to run the machinery in proper working and should meet with requirements. Energy efficiency level of the motors should be minimum IE2. The pumping machinery shall be fully automated (SCADA based) alongwith motor PLC system on eathernet, flow meter, level switchs and pump interface complete in all respect and shall be capable of starting and switching off as per the requirement of water and factors like water levels in the intake/ sump and storage reservoirs, time, power availability to be monitored/ operated from pump house/ Plant Building, Sub. Divisional office and Divisional office.(Refered to Data Sheet No.11) |
| 131 | 2 No. sets (1 working & 1 standby) of discharge 9.48 LPS each with total Head of 58.86 meter |
| 132 | 2 No. sets (1 working & 1 standby) of discharge 42.24 LPS each with total Head of 23.27 meter |
| 133 | 2 No. sets (1 working & 1 standby) of discharge16.56 LPS each with total Head of 61.00 meter |
| 134 | 2 No. sets (1 working & 1 standby) of discharge 14 LPS each with total Head of 190.68 meter |
| 135 | 2 No. sets (1 working & 1 standby) of discharge 8 LPS each with total Head of 190.67 meter |
| 136 | 2 No. sets (1 working & 1 standby) of discharge 18.90 LPS each with total Head of 19.96 meter |
| 137 | PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of enrgy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Beacon weir confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, priming funnels of 405mm dia, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing or as per manufacturor specifications relevant to technical parameters coupled directly through a flexible coupling on a Common MS base plate to squirrel cage induction motor TEFC type energy efficient minimum IE2 compliance conforming to IS:- 12615-2018 of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/ ABB/Marathon and suitable for operation on LT, 50 cycles/second 3 phase AC electric supply. The pump set should include water level guards, erection clamps , cables , depth gauge, double loop earthing, NRV, common header,Sluice valves and actuated valves of approved class including errection charges etc. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. Energy efficiency level of the motors should be minimum 1E2. The pumping machinery shall be fully automated (SCADA based) alongwith motor PLC system on eathernet flow meter, level switchs and pump interface complete in all respect and shall be capable of starting and switching off as per the requirement of water and factors like water levels in the intake/ sump and storage reservoir, time, power availability to be monitored/ operated from pump house/ Plant Building, Sub. Divisional office and Divisional office.(Refered to Data Sheet No.12) |
| 138 | 2 No. sets (1 working & 1 standby) of discharge 20 LPS LPS each with total Head of 125 meter |
| 139 | 2 No. sets (1 working & 1 standby) of discharge 18.20 LPS each with total Head of 119 meter |
| 140 | 2 No. sets (1 working & 1 standby) of discharge 16.56 LPS each with total Head of 13.68 meter |
| 141 | 2 No. sets (1 working & 1 standby) of discharge 35 LPS each with total Head of 60 meter |
| 142 | Design and Construction ,testing and commissioning of waterTreatment plant 0.65 MLD :- The scope of work includes the construction of 0.65 MLD WTP capacity water treatment plant capable to treat the raw water of the quality specified in the basic design data to produce clear water as per the requirements of CPHEEO manual on water supply and treatment and as specified in basic design data. The treatment flow sheet comprises of Inlet chamber, Raw water tank,cascade aerator, flash mixer,PST/Tube Settler, flow measurement device , Calriflocculator , RSF, Clear water tank and back Wash tank. For coagulent addition proper alum, lime solution tank with proper mechanical mixing and dozing arrangement to be provided as per data sheet.. Plant building having laboratory, chemical house, attendent room, toilets etc,supply of laboratory equipment,piping,valves mechanical/ electrical equipment electric wiring & panel boards,sanitation, inter connecting paths, site development upto a minimum of 3m from edge of battery limit of plant, retaining and breast walls and fencing including SCADA based complete automation of the WTP displaying water quality parameters such as PH, Turbidity ,TDS and alum/lime dosing as per CPHEEO standards. The firm shall submit the detailed hydraulic and structural design and drawings( 6 copies) for each component of treatment plant which shall be approved by the department before the work is started. The design/drawingsof the mechnical/ electrical equipment & wiring etc. along with manufacturers specification/design also be submitted for approval by the department. On the completion of scheme in all respect the contractor shall test run the plant alongwith the scheme for six months before handing over the same to the department at the cost of the contractor.However,electrical charges shall be borne by the department. During this period the contractor shall run the plant at full rated capacity and produce the resuslts specified as per CPHEEO/ relevant I.S. standards in the presence of Engineer-in-Charge or his resentaive. During this period the daily testing of raw water and treated water samples shall be done. Complete record of the test results and the flow measurements shall be kept during this period. If the performance of various units of the treatment plant is as specified in CPHEEO manual, then the plant shall be formally taken over by the department,otherwise the contractor shall make necessary change / repairs to improve the efficiency of the unit/plant.During trial run period of six months after completion of scheme, the firm shall train the department persons in operating, maintaining the plant.The WTP should be fully automated ( SCADA based) from Raw Water Tank/ Intake to Clear Water Tank. Operation of all the units, valves etc. shall be fully automized based on parameters like flow, level, turbidity to be monitored from the plant building,Sub. Divisional office and Divisional office. Dozing of chemicals like Alum etc. and Chlorine shall also be fully automated. The automation should allow operation of valves, pumps, air compressor for back wash of filters automatically.Provision for on line monitoring of water quality parameters such as ph, Turbitity, Residual Chlorine of Raw Water and Clear Water shall also be including. Provision and delivery of one Site inspection vehicle namely one (01) No. Mahindra BOLERO Neo N10/ N11 in prime running condition as per contractual obligations.(Refered to Data Sheet No. 3) |
| 143 | Design Drawing Engineering, procurement and construction of Sewage Treatment Plant of 1.50 MLD capacity based on MBBR Technology , including evolving of hydraulic & structural designs & drawings, planning, construction testing and commissioning of sewage treatment plant. The Sewage Treatment Plant should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre and the characteristics of treated /disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board/NGT i.e. PH = 6.5- 9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 20 mg /litre, Faecal Coliform (MPN /1000 ml) <100, N - Total N ≤ 10 mg/litre, NH4 - N ≤ 5 mg/litre. .. The scope of work is as under:- |
| 144 | C/O Inlet chamber |
| 145 | C/O Screen Chamber |
| 146 | C/O Grit Chanel , Distribution Box |
| 147 | C/O MBBR Unit with Anoxic tank and tube setteller |
| 148 | Construction of Sludge Drying Beds with covering arrangement using polycarbonate sheets for efficient drying. |
| 149 | C/O Chlorine Contact Tank |
| 150 | C/O Plant Building |
| 151 | C/O Secondary Clarifier |
| 152 | Providing & fixing Chorination system. |
| 153 | P/L/J of Interconnecting pipes for connecting various units including all pipes, valves, bends, specials etc. complete in all respect. |
| 154 | C/O Interconnecting paths to connect various units in STP. |
| 155 | C/O access Ladder with railing. |
| 156 | Providing and fixing panel board around the STP Yard. |
| 157 | Providing and fixing steel gate. |
| 158 | Providing and installation of Laboratory Equipment's. |
| 159 | Providing and installation of Electro - Mechanical Equipment including all allied accessories i.e. cables, piping specials ,valves,pumps and mixers etc. |
| 160 | Providing and Installation of silent DG Set of 150 KVA, 415 V, 3 Phase, 50 Hz, complete with acoustic enclosure, fuel tank, control panel, AMF/Manual mode including all allied accessories. |
| 161 | Providing, Installation, Testing and commissioning of Online Continuous Effluent Monitoring System (OCEMS) duly calibrated from NABL accreditation laboratories and to be connected with HPPCB/CPCB server and SCADA complete in all respects. I/C all allied accessories. |
| 162 | SBC Test for soil |
| 163 | Site development and landscaping of STP area as per site condition and as per the direction of Engineer -in Charge. |
| 164 | Inspection vehicle(Mahindra Camper Gold) 2 Nos. |
| 165 | The firm shall carry out testing and commissioning of plant as per the direction of Engineer-in-Charge and after commissioning of the STP, the firm/contractor shall run the plant and train the departmental officials / operators for at least 180 days. Various laboratory tests shall be carried out regularly during testing period to maintain the plant as per the requirements of of CPHEEO manual. |
| 166 | Note :- Detailed scope/Design parameters of work as per data sheets attached. Please refer to data sheet No. 13 . However any additional components required as per the design submitted by the contractor shall also be in the scope of work. |
| 167 | Operation and Maintenance of 1.50 MLD Sewage Treatment Plant (STP), with allied Civil works for a Period of five Years in all respect to the entire satisfaction of Engineer-in-Charge. Firm should do comply the stringent effluent standards laid down by HP State Pollution Control Board/NGT Norms . The period of 60 months to be counted from the last day of successful trial run priod of 180 days of the scheme as per the terms and conditions. |
| 168 | O & M Cost for 1st Year |
| 169 | O & M Cost for 2nd Year |
| 170 | O & M Cost for 3rd Year |
| 171 | O & M Cost for 4th Year |
| 172 | O & M Cost for 5th Year |
| 173 | Providing, installation and commissioning of UV System for disinfection of water of design capacity 20.88 m3 /hour. The UV plant should have reactor, cabinet housing, cabinet cooling, treatment chamber, electrical panel, temprature safety control, lamp out alert, UV radiometer along with UV monitoring system, UV amalgam, UV clamps. UV Reactor MOC will be SS316L, the elctrical control sysem shoul telized higher frequency electronic bassalt and provide efficiency more than 90%. The Reactor vessel shall utilize internal baffles to ensure turbulent and plug flow. The UV intensity monitoring system shall be designed in accordance with the DVGW W 294 standard.The sensor shall be dry type and remvable without system shutdown the quartz cleaning mechanism system and shall be provided by contractor. Civil / electrical works i.e. 10 metres MS Pipe DN150 mm ,10 Nos. DI bends (DN100mm),12 Nos MS flanges with rubber Gaskets (DN100mm) 150 kgs, MS Nuts & bolts ,50 meters 3 core insulated copper wire /cable (2.5 mm) cable tray, welding for construction of base for installation of UV Plant using steel fixtures and fittings (MS angle , Plate cutting etc.) 1 No. servo 5 kva cooled Stabilizer 50 Hz frequency, including repair and maintaince of UV Plant for a period of 12 months and complete in all respect within all leads and lifts as per direction of Engineer-in- Charge. (Refered to Data Sheet No. 4) Please Enable Macros to View BoQ information |
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Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
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CompletedSep 15, 2026
17:00 IST
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Upcoming · 4 daysSep 15, 2026
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