Tender For Construction Of Boundary Wall Of Water Works Area Alongwith Footpath, Fencing, Balance Works Comprising Installation Of Pumping Machinery Of Pump House And Other Miscellaneous Works Of Water Works At Hi Tech Valley Dhanansu Ludhiana
Tender Value
4.16 Crore
Estimated cost
Bid Submission
13 Aug 2026
12 days left
EMD
8.32 Lakhs
Bank guarantee accepted
Document Fee
23600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ludhiana → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Boundary Wall Of Water Works Area Alongwith Footpath, Fencing, Balance Works Comprising Installation Of Pumping Machinery Of Pump House And Other Miscellaneous Works Of Water Works At Hi Tech Valley Dhanansu Ludhiana
BOQ
| Sl. No. | Item Description |
| 1 | Balance work Pump House |
| 2 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm. layer with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 3 | Earth filling with good quality earth obtained from out side including compensation of earth, loading, unloading, carriage from outside the peremises to site of work, spreading, laying watering compacting with road roller complete as per specifications. |
| 4 | Cement concrete 1:2:4 With stone ballast or shinglemixing by mechanical means using concrete mixer volumetric type |
| 5 | Cement concrete 1:4:8 with stone ballast 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 6 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth. |
| 7 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 8 | Reinforced cement concrete M-30 mechanically batch mixed with 20 kg per Cum Ironitefloor hardner using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 9 | Foot Rest for Manhole. Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 10 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 11 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. |
| 12 | Centering and shuttering for faces of walls, partitions,retaining walls and the like (vertical or battering including attached pilasters buttresses etc. |
| 13 | Centering and shuttering for faces of walls, partitions,retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved. |
| 14 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.. |
| 15 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 16 | Cement concrete 1:4:8 with with stone ballast 45-63 mm gauge using mixing by mechanical means using concrete mixer volumetric type. |
| 17 | First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level |
| 18 | 12.5 mm thick cement plaster 1:4 |
| 19 | Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. |
| 20 | Providing & Fixing in position M.S or heavy flat iron clamps made out of M.S flat iron not less than 5 mm of the approved design for fixing C.I. soil waste, vent or antisyhonage pipes to walls complete in all respects including cutting and making good the walls and floors etc. and painting. M.S. Holder bats clamps for 100mm i/d H.C.I. pipes |
| 21 | Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 22 | Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 23 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16 |
| 24 | Bottom Khurra on ground 1.2m x 0.6m consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3 |
| 25 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified |
| 26 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. |
| 27 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100mm fine sand filling. |
| 28 | Kota stone slab 20-25mm thick flooring over 20 mm(average) thick base laidover and jointed withgrey cement slurrymixedwithpigment to match the shadeof the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 29 | Granular Sub-Base (Table 400-1)Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, carriage to site of work, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications |
| 30 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications |
| 31 | Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M 35 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in Charge |
| 32 | Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 33 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In- Charge. (Glazing and paneling to be paid for separately) |
| 34 | For fixed portion and chaukhats |
| 35 | For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket require |
| 36 | Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in paneling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-In-Charge. Prelaminated particle board with decorative lamination on Both side. |
| 37 | Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 38 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position |
| 39 | Corrugated G.I. Sheet roofing 0.80 mm thick fixed with galvanized iron J or L hooks 10mm dia, G.I. Limpot and bitumen washers complete excluding the cost of purling rafters and trusses |
| 40 | Supplying and fixing rolling shutters, of approved make, made of 80mmx1.25mm, 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, 27.5cm long wire spring grade No. 2 and arrangement for inside and outside locking with push and pull operation complete, including top cover 0.80mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed). |
| 41 | Providing and fixing ball bearing for push and pull type rolling shutters, from 9.20 to 12 sqm area |
| 42 | RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES: |
| 43 | Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½\\" deep for walls and CI 3\\" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):- |
| 44 | Wiring fan point (With fan box) |
| 45 | Wiring light point |
| 46 | Wiring 6Amp. Plug control comprising wallsocket point |
| 47 | Wiring 16/20Amp. power plug control point |
| 48 | Earthing earth rod 20 mm dia for providing earth connections upto line earth with G.I. Wire 8 S.W.G. (4mm dia.). The rod shall be tapered at one end and flatted on other end. The hole size 10mm dia shall be drilled on the flatened side for facilitating connection with G.I. wire and thimble etc. The rod shall be erected in ground upto complete length vertically:- |
| 49 | GI Earth rod 20 mm dia. 3 mtr. Long |
| 50 | SWITCH DISCONNECTOR FUSE UNIT (With Sheet Enclosure): Supply and erection of Switch Disconnector Fuse Unit with HRC Fuses (Suitable for DIN HRC Fuses) in sheet enclosure on the existing surface Confirms to IS 13947 (Part-III), IEC 60947- 3 complete with G.I. Bolts, Nuts & Connections on both sides of switch with suitable size of thimbles, includingcost of DIN HRC fuses as per PWD General Specifications:- |
| 51 | SDF TP&N 32Amp., 415volts (With Sheet Enclosure) |
| 52 | Providing, Fixing Ceiling fan 48'' & 3 blade make of Crompton complete in all respects, ireputed make as approved by Engineer-in-charge. |
| 53 | Advance Direction sign board 1200x900mmrectangular per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. grade sheeting fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012.Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012. |
| 54 | Providing and laying four courses of water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown type bitumen grade 85/25 applied hot at 1.20 Kg. Per sqm of area for each course second course on roofing felt type 3grade-1 (Hession base self finished bitumen felt) and fourth and final course of stone grit 6mm and down size or peasizes grit spread at 0.006cum per Sqm including preparation of surface complete. |
| 55 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 56 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade |
| 57 | GODREJ INTERIO Executive Table with Pedestal / Side Storage Unit GODREJ INTERIO (GI FINNESSE table 563 WITH ERU 5216 TABLE & PEDESTAL |
| 58 | Lifecare Revolving Chair with Only revolving without tilting mechanism |
| 59 | Sub Head: Public Health Work/ Sewerage |
| 60 | Excavation in trenches with straight or open cutting instreets , lanes or in open area with 3D / JCB or orexcavator including manually dressing bed trimming sides & side sloopes for sewers and manholes to full depth as shown in drawings, including ,dressing to correct sections and dewatering,provision for diversion for traffic, protectionof existing services i.e. telephone cables, rods,watchingetc , fixing and maintenance of caution boards,fencing ,refilling, trenches ,watering , ramming & restoration ofsurface to original level & removal of surplus soil from thesite of work, upto one chain(15m) complete in all respectsFor depth not exceed 3m BGLFor all classes of soil except rocky |
| 61 | Providing cement concrete 1:4:8 with 40 mm gauge stone ballast in bed sewer lines |
| 62 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. |
| 63 | 110 mm o/d pipes |
| 64 | Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. |
| 65 | 600mm x 900mm inside with 455mm x 455mm cover and frame light duty double seal |
| 66 | Providing and fixing in position Chinaware European type water closet P trap or S trap of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI marked, PVC short bend 32 mm dia including cost of seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 67 | Extra for providing and fixing C.P. Brass long flush bend 32mm instead of PVC long bend. |
| 68 | Providing and fixing jet spray with 2'-6\\" long PVC pipe. With C.P. Brass nut |
| 69 | Providing & fixing in position vitreous Chinware white Indian make flat back or angular lipped front small urinals size 265x315x440mm approved make (to the approval of the Engineer-in-charge) with C.P. brass tube connection 300 mm long complete in all respect. |
| 70 | Vitreous white Chinaware Partition Small partitions size 69 x 16.5 x 32.5 cm |
| 71 | Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack Bolt Screw Pair 115mm long complete in all respect.Size 550 mm x 400 mm x 815 mm |
| 72 | Providing & Fixing in postion stop cock / Angle valve (as approved by the Engineer-in- charge). |
| 73 | C.P.brass 15mm stop cock Male and female end |
| 74 | C.P.brass 15mm Concealed stop cock with flange |
| 75 | Providing & fixing in position PVC flexible tube connection of approved make (to the approval of Engineer-in-charge ) complete in all respect.PVC tube connection of size 15 mm x 300 mm with C.P. Brass nut |
| 76 | Providing and Fixing in position 5mm thick bevelled edge mirror of superior glass(of approved make)complete with 4mm thickhartd board backing fixed in with rawl plugs 50mm, C.P. brass screws and washer and S/S studs on top complete in all respect (as required by Engineer-in-charged) Size 600mmx450mm |
| 77 | Providing and Fixing PVC waste pipe 32mm Complete in all respect |
| 78 | Sub Head: Public Health Work/ water supply |
| 79 | CONCEALED IN WALL: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-inCharge), having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing including jointing of pipes & fittings, with one step CPVC solvent cement and testing of pipes complete as per direction of Engineer-in-Charge. |
| 80 | CPVC SDR 11 Pipe & fitting 25mmo/d |
| 81 | CPVC SDR 11 pipes & fitting 16 mm o/d |
| 82 | Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes lines and making good the same to its original condition. Size 75 mm x 75 mm |
| 83 | Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I. work as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm |
| 84 | 100mm internal Diametre S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm |
| 85 | Bailing out water from the trenches for making new connections in existing pipe lies including cleaning , trimming and dressing the trenches to corect alignment and grade as required by the Engineer-in-charge. |
| 86 | Connectin with pipe line upto 300mm i/d |
| 87 | Providing &placing in position in on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer-in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flo pipes but without fitting and base support of tank.Triple layer Tanks |
| 88 | Providing and fixing in position automatic brass ball valves in tanks. |
| 89 | 25mm i/d Brass ball cock with plastic ball |
| 90 | Providing & Fixing in postion 15 mm i/d bib cock of approved make (to the approval of Engineer-in-charge )complete in all respect.C.P. brass Bib cock foam flow without flange |
| 91 | Providing and fixing in position C.P. brass soap dish of approved make (to the approval of Engineer-in-charge ) fixed into wall with rawl plugs and C.P brass screws complete in all respect. |
| 92 | Providing and fixing in position towel rails / ring of approved make (to the approval of Engineer-in-charge ) fixed in with rawl plugs embedded in walls with brass screws complete in all respect. |
| 93 | C.P. brass towel Rails size 15mm dia 610mm long |
| 94 | Providing and fixing in position stainless steel sinks of approved make (to the approval of Engineer-in-charge) 1mm thick,grade-304 (18/8) with waste coupling complete in all respect. |
| 95 | Rectangular Sink with Deluxe Border Single Bowl Overall Size 555 mm x 475mm x 200 mm |
| 96 | Providing, Stringing out, cutting, Jointing and testing of ISI marked D.I. (S & S) Pipe as per IS 8329 and laying the same in trenches to correct alignment and gradients,jointed with rubber tyton joints fitted complete including all cartage. |
| 97 | D.I. Pipe as per IS 8329 DI-K7 |
| 98 | 150 mm i/d pipe line laid complete |
| 99 | 200 mm i/d pipe line laid complete |
| 100 | Supplying and laying D.I. specials/ fittings as per IS:9527-2000, ( ISI marked with the prior approval of Engineer - in -Charge ), class K-12 suitable for tyten joint with external bitumen coating and inside cement mortar lining, scaffolding, tools and plants, ropes, guys, etc. Complete in all respect |
| 101 | D.I. specials up to 300 mm i/d |
| 102 | Providing & fixing C.I. / D.I. flanged end, stem of SS (AIS 1410 ) and Bronze ( gunmetal) working parts sluice valves ISI marked 14846-2000, including jointing , testing & cost of Nut, bolt & insertion sheet, all carriage complete. ( with the approval of Engineer - in -Charge) |
| 103 | Class PN-1 as per ISI |
| 104 | 150 mm i/d Sluice Valves flanged |
| 105 | Construction of masonary Sluice Valve Chamber excluding sluice valve cover as per standard design & drawings of Public Health department. |
| 106 | Size 0.9 m x 0.9m |
| 107 | Installation, Testing & Commissioning of 3 no. Centifugal Pumping horizontal treated water 25 BHP coupled pump set (2 no. working + 1 no. Standby & 3 no. Centifugal Pumping horizontal treated water 12.5 BHP coupled pump set (2 no. working + 1 no. Standby Electric motor pumping set) each having discharge 72m3/hr & 33 m3/hr @ 50mtr head complete with all required accessories for transfer of treated water from reservoir to OHSR & direct supply through existing water supply line shall include all required associated Mechanical works comprising suitable Suction & Delivery Headers including all interconnecting piping, flanges, valves ; all Instrumentation Works comprising Necessary Control & Monitoring Devices, Level Control, Automation; all Electrical works comprising Electrical accessories i.e. MCCBs, relays, overload protection, Power & Control Cabling (ISI-marked), Electrical cables of suitable size, Earthing & Lightning Protection System etc.; all civil works comprising foundations,supports anchor bolts; Testing and commissioning comprising performance trials and training etc. complete Project on the Turnkey Basis complete in all respects to the entire satisfaction of Engineer In-Charge. The rate should include of all the following items from 81.01 to 81.10:- |
| 108 | Installation, testing & commissioning of Centifugal Pumping split casing pump set of capacity 72 m3/hr @ 50 mtr head Directly coupled with 25 BHP Motor(2 working + 1 standby ) complete with all accessories for transfer of treated water from existing UGSR to OHSR. |
| 109 | Installation, testing & commissioning of Centifugal Pumping split casing pump set of capacity 33 m3/hr @ 50 mtr head Directly coupled with 12.5 BHP Motor(2 working + 1 standby ) complete with all accessories for transfer of treated water from existing UGSR to Direct supply. |
| 110 | Installation of 1 BHP centrifugal/ horizontal/submersible Motor pump set having head 5-15 mtr and discharge 30-50 lpm comprising SS shaft & impeller suction size 50 mm and delivery size 32 mm including all interconnceting piping and specials,, foot valve, check valve, screen, level sensior, autocut sensior, etc. complete in all respects to the entire satisfaction of Engineer In-Charge. |
| 111 | Providing and fixing all piping for header, isolation/ control butterfly valves, NRV for making the system complete including making connection with the existing pipeline near the UGSR |
| 112 | Providing and fixing all instrumentation eg. Pressure Gauges, Float Switches, |
| 113 | Providing and laying cables of required sizes from Panel House to Centrifugal pumping set |
| 114 | Providing earthing pit for Panel |
| 115 | Civil Works: Providing RCC Pump and motor Foundations, Panel Mounting Supports, Grouting, MS Support structures for piping and panels, trenches for cable and piping, Alignment with Vibration Pads etc. to the entire satisfaction of Engineer-in-Charge |
| 116 | Providing and fixing of Chain block with girder for pumps making hole in RCC wall |
| 117 | Making hole in RCC wall |
| 118 | Water proofing of existing Canal water reservoir |
| 119 | Water proofing treatment of Roof Slab with High performance cementitious two component product, consistingof apowder component and an acrylic polymer using two coats ( Dr Fixit Roof seal flex-Packaging Size:12 .5kg(7.5kg powder + 5 kg polymer) / equivalent water proofing Solution ). The slurry thus formed by mixing the two, is to be applied on new roofs to forms a seamless, highly elastic, non-toxic waterproofing layer on the roof with a life expect ancy of 7 years. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. |
| 120 | Supply & Fixing Fiber Glass Coated Mesh with thickness of 45 Gsm for the water proofing of roof terraces, bathrooms , Water tanks, etc. The surface to be levelled, finished, made smooth before fixing of Fiber Glass Mesh, complete in all respect as per manufactures specification and as per directions of Engineer-in-Charge |
| 121 | Boundary wall of Water works area & Damaged wall |
| 122 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 123 | Cement concrete 1:4:8 with 40 mm gauge stone ballast. using concrete mixing volumetric type. |
| 124 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 125 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 126 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 127 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). |
| 128 | Centring and shuttering for columns (Square or rectangular or poly gonal in plain). |
| 129 | Centring and shuttering for sides and soffits of beam, beams launching girdets bressumers, lintels |
| 130 | Providing and laying in super structure for first storey factory made with vibro-hydraulic compaction machine precast Hollow block of cement concrete setting in position with cement mortar 1:3 (1 cement:3 course sand ) including cost of hosting, centering and shuttering complete as per IS:2185 (Part-1): 2005 |
| 131 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 132 | 12.5 mm thick cement plaster 1:4 |
| 133 | 20mm thick cement plaster 1:4 in two coat work. |
| 134 | Forming groove of uniform size from 12xl2mmandupto25xl5mminplastered surface as per approved pattern using woodenbattens,nailedtotheunder layer including removal of wooden battens, repairs totheedgesofplasterpaneland finishing the groove complete as per specifications and direction of the Engineer-in-Charge. |
| 135 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 136 | Finishing walls with cement based water soluble exterior paint such as snowcem, robbiacem etc. two or more coats to give an even shade |
| 137 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position. |
| 138 | Applying priming coat with metal primer on new steel or iron work including preparation of surface |
| 139 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 140 | Granular Sub-Base (Table 400-1)Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, carriage to site of work, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications |
| 141 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage to site laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications |
| 142 | Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M 35 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in Charge. |
| 143 | Precast Cement Concrete KerbProviding and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 144 | Providing & Fixing of 10 gauge welded mesh of 25mmx25mm size fixed on steel glazing with MS flat 20mmx 6mm beeding complete in all respect including painting two coats with Synthetic Enamel Paint and Priming Coat. |
| 145 | Construction of damaged Boundary wall |
| 146 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 147 | Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 148 | Cold twisted detormed (Ribbed/Tor steel) Bars (Fe 500 frade as per IS 1786-2008), for RCC works, where not including in the complete rate of RCC including bending and binding placing in position complete. |
| 149 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 150 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 151 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). |
| 152 | Centring and shuttering for columns (Square or rectangular or poly gonal in plain). |
| 153 | Painting two coats including priming coat with synthetic enamel paints in all shades on new wood work or metallic or plastered or concrete surface including priming coat to give an even shade. With special quality Paint. |
| 154 | Providing and laying in super structure for first storey factory made with vibro-hydraulic compaction machine precast Hollow block of cement concrete setting in position with cement mortar 1:3 (1 cement:3 course sand ) including cost of hosting, centering and shuttering complete as per IS:2185 (Part-1): 2005 |
| 155 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wingwall/ return wallwith100mmdiaPVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specification |
| 156 | Dismantling concrete Reinforced cement concrete. |
| 157 | Disposal of surplus earth/ debris avaialable from excavation of roadway cutting including loading, unloading and carriage to a dumping place as per direction of Engineer In-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysAug 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender