Tender For Amrut-Amrut-2 .0 Integrated Improvement Works At Aruvikkara Water Treatment Facility - Augmentation And Renovation Of 72 Mld Wtp Capacity For Providing Additional 10 Mld Production To Trivandrum Water Supply Scheme-General Civil Work
Tender Value
8.19 Crore
Estimated cost
Bid Submission
04 Aug 2026
12 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
11025
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvananthapuram → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Amrut-Amrut-2 .0 Integrated Improvement Works At Aruvikkara Water Treatment Facility - Augmentation And Renovation Of 72 Mld Wtp Capacity For Providing Additional 10 Mld Production To Trivandrum Water Supply Scheme-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Appendix A - Supply, Laying, Testing and Commissioning of Raw Water Pumping main |
| 2 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 3 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth |
| 4 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. |
| 5 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. |
| 6 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 7 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 9 | 100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 10 | 100.2.7:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited. |
| 11 | 100.2.8:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited. |
| 12 | 100.1.13:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock where Blasting is Prohibited. |
| 13 | 100.1.14:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock where Blasting is Prohibited. |
| 14 | 100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead. |
| 15 | 100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. |
| 16 | OD61746/2026-2027:Man engaged for traffic duty for controlling vehicle for the smooth working & bailing out water |
| 17 | 100.52.S.1:Sub Data for providing Earth filled cement bags including cutting of the Earth, filling, conveying and placing in position. |
| 18 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. |
| 19 | OD62504/2026-2027:Supplying, conveying and stacking 1118mm dia MS pipe 10mm thickness (taper sleev joint pipe ) and specials m.s plate (Fe 415)grade spirally welded mild steel pipe suitable for taper sleeve joints(enough space for insertion, inside and out side welding as per IS code) for outer dia 1118 mm (shell OD)including all labour charges, testing the spirally welded joint (DP test and air test(socketed joints only) as per latest IS code) etc complete (IS 3589 of 1991 or latest edition), Centrifugally cement lined 1118 mm MS pipe with 1:2, 9mm thick (or nearest with IS code) lining internal and proper curing provided in the internal lining. Providing external lining for the outer coating for underground pipeline is hot-applied coal tar asphaltic enamel reinforced with fibreglass fabric yarn (supply and providing as per IS code). Before placing Coal tar the surface of pipe should be thoroughly cleaned with compressed air and prime coating as per the direction of engineer in charge. |
| 20 | OD62582/2026-2027:Jointing of 1118 mm MS pipes with socketed joint(taper sleev joint) inside and out side welding already laid to line and levels including specials Flanges for valve fittings in the alignment etc by three lined welding ,grinding ,V cut for taper sleeve joint of MS pipe after cleaning the V cut end including cost of X-ray quality Electrode ,electric charges ,required working the welding plant,hire for tools etc,to withstand the required pressure and conveying charges ,including compressed air pressure test of the Weld Joints of each joint. using welded joint three line welding after cleaning the ends of pipes and making the joint water tight with out causing any damage to the pipe after welding the welded portion should lined with cement mortar and wire mesh,Coal tar/ Polyethylene sheet etc complete as per direction.<br> |
| 21 | OD74686/2026-2027:Jointing of 1118 mm MS pipes with butt joint welding inside and out side already laid to line and levels including specials Flanges for valve fittings in the alignment etc by three lined welding ,grinding ,V cut of MS pipe after cleaning the V cut end including cost of X-ray quality Electrode ,electric charges ,required working the welding plant,hire for tools etc,to withstand the required pressure and conveying charges ,including DP Test of the Weld Joints of each joint. using welded joint three line welding after cleaning the ends of pipes and making the joint water tight with out causing any damage to the pipe after welding the welded portion should lined with cement mortar and wire mesh,Coal tar/ Polyethylene sheet etc complete as per direction.<br> |
| 22 | OD62583/2026-2027:Cutting 1118mm (OD) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc complete. |
| 23 | OD62580/2026-2027:Testing 1118 mm dia MS pipe line with water to the required test pressure, including all cost and conveyance of water and labour charges and hire for tools and equipment's etc. complete |
| 24 | OD62576/2026-2027:Supplying, conveying and stacking 1118mm below 45 degree or nearest MS (10mm thick) bend-9mm thick or as per IS code |
| 25 | OD62577/2026-2027:Supplying, conveying and stacking 1118mm 45-degree to 90-degree t size MS (10mm thick) bend. with cement lining 9mm thick or as per IS code |
| 26 | OD65215/2026-2027:Supplying, conveying and stacking of Y joint 1118mm x 1118mm x 1118mm size MS (10mm thick) , with cement lining 9mm thick or as per IS code |
| 27 | OD62579/2026-2027:Fabricating MS flanges of diameter 1118 mm using 32 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 10mm or nearest thick MS plates. |
| 28 | OD62575/2026-2027:Supply and fixing the 1100mm(DN1100) Sluice valve PN 16, compliance with BS EN 1074-2, AWWA C509/C515, Ductile Iron body GJS-500-7(GGG50),EDPM encapsulated wedge, Stem material-Stainless Steel SS 420/SS431,Non- rising stem with gearbox IP68 for underground installation, Flow passage-Unrestricted flow and corrosion- the valves should be with electrostatic powder coating both inside and out side with pocket lessstraight through body passage.. Electric Actuator of Supply:415 V,3 Phase,50 Hz,or suitabel type(approval from deparmental officers) Enclosure: IP68, Corrosion Protection: C4/C5, Local/Remote selector switch, Torque and Limit switches, Manual Handwheel override, 4-20 mA position feedback, Modbus RTU/Profibus communication(if SCADA connected), Duty: Open/Close or Modulating as required, Suitable gearbox matched to valve torque requirement.with 5 yearswarranty. |
| 29 | OD62572/2026-2027:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 1100mm diameter, Class II. |
| 30 | OD62578/2026-2027:Supplying and fitting Full bore Elecromagnetic Flow Meter DN 1100mm confirming to protection level of IP-68 for flow sensor and IP-67/IP68 for the transmitter,Electrodes:SS316L or Hastelloy,Lining:Hard Rubber/Polyyrethane, and having an accuracy level of (+-0.2%) to (+-0.5%) with reading of LED/LCD display unit. The flow meter should have the (flow sensor) to be made of SS 304/Carbon Steel with anti-corrosive protection and inside liner to be made up of Hard rubber/neoprene all conforming to drinking water standards. The flow meter should be coupled with HART for data acquisition and transfer, with provision for wireless transfer through GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions and including insulation charges with required fittings etc complete.Test certificate from FCRI palakkad. |
| 31 | OD61747/2026-2027:In situ fabrication of M.S. pipes of size 400mm (I.D.) using 10mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 32 | 100.31.2.9:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 400mm diameter, Class II. |
| 33 | OD61751/2026-2027:Fabricating M.S. flanges of diameter 400mm using 16mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 10mm thick M.S. plates. |
| 34 | OD61750/2026-2027:Cutting 400mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 10mm thick M.S. plates. |
| 35 | OD61749/2026-2027:Welding 400mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 10mm thick M.S. plates. |
| 36 | OD61752/2026-2027:Grinding cut and weld edges of 400mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 10mm thick M.S. plates. |
| 37 | 18.30.9:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:400 mm diameter pipe |
| 38 | OD62581/2026-2027:Interconnection work for 700mm or nearest size pipes to the existing line including cost of<br>specials, charges for controlling valves, all labour charges of connection as per the direction of departmental officers |
| 39 | 100.98.489:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 400mm. |
| 40 | Appendix A1 - Construction of Valve Chamber,Anchor Blocks and Thrust Blocks etc |
| 41 | 2.8.1:Earth 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 up to 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 |
| 42 | OD64848/2026-2027:Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift from 1.50m to 3.0 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.- 2nd depth |
| 43 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 44 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 45 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 46 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 47 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 48 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 49 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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 |
| 50 | 12.1.1:Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.1.00 mm thick with zinc coating not less than 275 gm/m2 |
| 51 | 19.16:Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm 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 specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design |
| 52 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources) |
| 53 | Appendix B - Supply, Erection and Commissioning of Raw Water Pump set and allied electrical works- Cable End Termination, Sub Switch Board Installation, Cable Laying Works etc |
| 54 | OD61780/2026-2027:Supply, Erection and Commissioning of Factory assembled Horizontal Split Case Centrifugal pump, with CI FG 260 casing and split glands, stainless steel shaft, hydraulically and dynamically balanced SS CF8M impellers capable of discharging 996.53 LPS at 34.05M head at a minimum guaranteed efficiency of 70%, due to all causes. The pump shall be compatible with suitable capacity horizontal TEFC 3 phase IE3 induction motor working on 3.3 kV 50Hz 1450 rpm and supplied with OEM foundation base plate and standard accessories including pin and bush typecoupling.2.Supply and delivery of empanelled make horizontal solid shaft foot mounted TEFCsquirrel cage induction motor of the below specified motor rating with Class 'F'insulation with the temperature rise limit as applicable for Class B insulation, suitable for above pump working at synchronous speed of 1000 rpm, 3 phase 50 Hz AC supply,duty condition -S1, working voltage 3.3kV. The motor shall conform to IEE3 grade and IS 12615(upto date revision and amendments). Motors shall be provided with PT 100 simplex type RTD's for winding temperature sensing (for indication, alarm and trip) and PT 100 Duplex type bearing RTDs for both bearings for trip, reading bearing temperature meter and space heaters with independent terminal box. 3.FCMA starter Flux compensated magnetic amplifier ( FCMA ) starter with neutral side type,, free standing cubicle type fully automatic motor control panel suitable for operation on 3 phase, 3.3kV Ac supply. The starting current shall be limited to 3 times of full load current of the motor. The starter is accompanied with following components, One number air cooled flux compensated magnetic amplifier unit, one number 3 pole 6.6/3.3 kV 630A LBS with HRC fuse , One set 6.6/3.3kV 400A 3P main vacuum contractor and 1 number 2P 400A bypass vacuum contactor, One number potential transformer with necessary primary and secondary fuse, One number control transformer for content control supply, One set current transformer for measuring current in each phase and neutral for metering, One set current transformer for protection circuit, One set timer for bypass and supervisory, . One Motor protection relay MM30/MPro 200 or equivalent, One set of RYB indication lamp, ON OFF, emergency push button with Trip indication , One set of Space heater with control switch and thermostat. One number Hour meter (Analog Type) for counting running time, Providing for power capacitor with HRC fuse for PF correction One set cable box with gland plate shall have sufficient space for termination incoming and outgoing cables. One number auxiliary relay trip on fault annunciation conforming to relevant IS, One set of surge suppressor unit.NB: Feeder VCB cannot be used as a part of the starter4. 4.Cabling Supply, laying testing and commissioning of suitable size(A2XFY/A2XWY) XLPE Al.cables for the above pump set from panel board to the starter and from starter to motor considering energy conservation. 6. Earthing Supply of all materials and providing suitable earthing by using suitable size pipe /plate earthing GI/copper strip buried in the ground and giving double earthing to the motor, starter, panel board etc. as per IE standards.7. Capacitor Supply, erection testing and commissioning of heavy duty APP capacitor for the motor to get a power above 0.95. Capacitor connected to external contact. The capacitor shall confirm to IS 28348. 8. Valves supply of suitable size best quality heavy duty ISI marked DI double flanged sluice valve with electrical actuator with starter cable remote operation accessories etc and DI non return valve with suitable pressure rating. Fitting of valves shall included proper RCC support especially for non return valves. 9. Delivery column pipe connection supply and fittings of 900/1000mm diameter best quality MS pipe of shell thickeness not less than 10 mm for a total of 10m suitable for the above pump set and connecting the suction pipe and valve with suitable flanges, nut &bolt IR sheet etc. complete and connecting the delivery side of the pump with the valves and suitable specials to connect with the pumping main. Each flanged Suction column pipe maximum length should be limited to 2 meter. Including the cost of required Anchor Blocks/Thrust Blocks of suitable size, Pump Erecting charges, labour charges, suitable specials for connecting pump to suction pipe, delivery pipe, NRV etc,Supply and Erection of vacuum pump with the following specification Supply and erection of reputed make have I S I mark approved by the K W A 10 HP 415V 50 Hz. 1500 rpm coupled type vacuum pump with motor, air flow rate upto 162M3/Hr (at mean sea level), IP55, Suction and delivery pipe size not less than 40mm pipe 25M length, 6 nos GM valve inter connection etc and all accessories having panel board with MCCB,volt meter with selector switch and fully automatic star delta starter 6 sq mm 3.5 core copper PVC insulated cable , earthing work (double earthing) of the motor starter ,switch cable etc , and M20 concert foundation with MS rails etc complete .All works with defect liability period of five year from the date of commissiong . |
| 55 | OD61782/2026-2027:SUPPLY AND LAYING OF H T CABLE - Supply and laying of 3C x 240 sq.mm (A2XFY/A2XWY) XLPE insulated, PVC sheathed, Armoured cable with conductors of best conductivity Aluminium conforming to IS: 7098/II/85, 3.3/6.6KV grade approved by the Engineer in charge,he cable shall either be 'laid in trench 0.5M wide 0.75M deep / RCC 'Hume pipe of size 150mm / ready -made cable tray with proper clamping. Rate shall be inclusive of cable tags, clamps, etc. Cable tag shall be of aluminium engraved sheets (2mm) tied at regular intervals of not less than 10 meters.- 3C X 240 sq.mm AL |
| 56 | OD61781/2026-2027:HT Cable End termination - Supplying and making HT cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 6/3.3/6.6 KV grade as required : 185 sq. m |
| 57 | OD61783/2026-2027:Dismantling and Convey the old CF pump sets , valve , NRV, starter , panels etc as per the direction of departmental officers and conveyance to store. |
| 58 | OD65544/2026-2027:Fixing the dismantled CF pump sets , valve , NRV, starter , panels etc as per the direction of departmental officers. |
| 59 | OD66800/2026-2027:Sub Switch Board (SSB) -Supply, erection and commissioning and (a) Incomer:800A, 4P ACB, - 1 no.(b) Bus bar: 1000A TPN electrolitic grade Aluminium busbar with SMC supports, heat shrinkable sleeves as per colour code, etc.,(c) Meters and CTs: RYB phase indicating lamps (lamps shall be LED ) with control Fuses -1 set, Electronic Voltmeter -1no., Ammeter (0 -400A) with CT -3nos.(d) Outgoings: (1) 630A, 25kA,TP, MCCB, Ics=100%Icu with adjustable setting range, Spreader Terminals, Phase Barriers and Rotary operating mechanism plus Neutral link - 3 nos. (2) 125A 50kA, TP, MCCB, Ics=100% Icu with adjustable setting range, Spreader Terminals, Phase Barriers and Rotary operating mechanism, plus Neutral link - 4 N0 |
| 60 | OD66812/2026-2027:Dismantling the old panel boards ,Aluminium cables, etc as per the direction of departmental officers |
| 61 | Appendix C - Design and Construction of Aerator |
| 62 | 2.8.1:Earth 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 up to 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 |
| 63 | OD65579/2026-2027:Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift from 1.50m to 3.0 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.- 2nd depth |
| 64 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 65 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 66 | 5.2.2: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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 67 | 5.33.2.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll work above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 68 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 69 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 70 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 71 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 72 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 73 | OD65619/2026-2027:Centering and shuttering including strutting, etc. and removal of form for: Circular Beam, circular wall etc |
| 74 | OD65634/2026-2027:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades |
| 75 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 76 | 13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) |
| 77 | 13.85.3:Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre |
| 78 | 13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm |
| 79 | OD66125/2026-2027:To prepare detailed engineering designs, structural drawings, soil study ,hydraulic calculations, quantity estimates and technical documentation for the proposed Aerator, Raw Water Channel system, Raw Water Pump and Valves etc., suitable for the existing WTP and obtain technical vetting/approval from WASCON prior to execution of the work. |
| 80 | Appendix D - Design and Construction Raw Water Channel |
| 81 | 2.8.1:Earth 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 up to 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 |
| 82 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 83 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 84 | 5.2.2: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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 85 | 5.33.2.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll work above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 86 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 87 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 88 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 89 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 90 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 91 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 92 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 93 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 94 | 13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) |
| 95 | 13.85.3:Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre |
| 96 | 13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm |
| 97 | OD66886/2026-2027:Supply and fixing Gate valve of suitable size with cast iron body,hand wheel,Gland with IS standards |
| 98 | OD66959/2026-2027:Dismantling the existing roofs on the walkway for the construction of raw water channel and reconstruct the roofs after the civil works, repair, replace the corroded GI pipes, roofing sheets , painting the steel structures etc as per the direction of engineer in charge |
| 99 | Appendix E - Augmentation and Renovation of 72 MLD WTP and Allied works |
| 100 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 101 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 102 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. |
| 103 | 15.18:Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 104 | OD61719/2026-2027:Supply and fixing the center bearing of clarifies moving bridge assembly as per sizes and section of existing unit with all units and mechanisms |
| 105 | OD61720/2026-2027:Supply and fixing the end traction unit of clarifies moving bridge assembly as per sizes and section of existing unit with all units and mechanisms |
| 106 | OD61726/2026-2027:Fabricating ,supplying ,erection and testing of slip ring Unit (size OD 125 X ID 50 X Length 200 mm with Six rings, 20 mm Bronze brush holder and carbon brush -12Nos )set for Moving Bridge assembly cost including material and all labour charges etc. complete |
| 107 | OD61722/2026-2027:Supply and fixing the sludge scrapper mechanism of clarifies moving bridge assembly as per sizes and section of existing unit with all units and mechanisms |
| 108 | OD61723/2026-2027:Supply erection and commissioning of flocculator in the moving bridge assembly as directed by the engineer in charge with 1.5HP motor of reputed make with rpm 900 and reduction gear box of ratio 50:1 with SS shaft and paddles(Paddle area should match the existing) all works |
| 109 | OD61721/2026-2027:Supply erection and commissioning of flash mixer with 5HP motor of reputed make with rpm 1500 and reduction gear box of ratio 20:1 with SS shaft and paddles with fasteners, flexible coupling and guard etc complete as directed by the engineer in charge . |
| 110 | 10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 111 | 5.33.1.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 112 | 5.9.11:Centering and shuttering including strutting, etc. and removal of form for:Chimneys and shafts |
| 113 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources) |
| 114 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 115 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 116 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 117 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 118 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 119 | OD61717/2026-2027:MS Fabrication works for central column and bridge and components assembly |
| 120 | 13.50.4:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) |
| 121 | 13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 122 | OD61718/2026-2027:Supply, Erection & Commissioning of 15Kg/hr Gas Chlorinator1. FRP Floor/Wall Mounted Cabinet2. Flowmeter 15Kg/hr with Flow control valve3. Automatic Vaccum Regulator with Yoke4. Pressure reducing valve5. Injector6. Check valve7. Gas Filter8. Pressure Gauge with isolation valve 0-14 Kg/cm29. Vacuum gauge 0-760mmHg with Isolation valve10. Flexible copper connector 1.5mtr or suitable length with Brass nuts at both ends11. UPVC pipes and fittings |
| 123 | 14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done . |
| 124 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 125 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 126 | 100.98.1008:Engaging Coolie. |
| 127 | 100.98.1009:Engaging Fitter ( grade 1). |
| 128 | 100.98.1010:Engaging Assistant Fitter or 2nd class fitter. |
| 129 | 100.37.1:Cutting M.S. sheet, pipe and specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete. |
| 130 | 100.37.2:Grinding the cut edges / welded portions in M.S. sheet, pipe and specials by grinding machine including all labour and hire charges of tools etc., complete. |
| 131 | 100.37.3:Welding M.S. sheet, pipe and special by gas or electric plant for three run welding including cost of welding rod / gas, all labour and hire charges of tools etc., complete. |
| 132 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 133 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 134 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 135 | 13.21:Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 136 | 13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats |
| 137 | 15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 138 | 100.55.5:Removing filter media from the filter beds without making any damages to the existing structures and back manifolds and stacking at a safe and convenient place for segregation process and as per the directions of the department officers etc. complete. |
| 139 | 100.55.4:Supplying and stacking for measurement of filter sand having effective size 0.45 to 0.70 mm and uniformity coefficient 1.30 to 1.7, of specific gravity in the range of 2.55 - 2.65 and hard and clean, free from clay, dust and other impurities including cost of materials, labour charges and conveyance of materials up to 5 km and as per the directions of the department officers etc. complete and as per CPHEEO specification. |
| 140 | 100.55.1:Supplying of 2 to 6 mm and 6 to 12 mm size fine pebble (pebbles shall be hard, clean, free from clay, dust and other impurities), stacking in standard heaps for measurement including cost, conveyance up to 5 km and labour charges for stacking, spreading, testing and as per the directions of the department officers etc. complete as per CPHEEO specifications. |
| 141 | 100.55.2:Supplying of 12 to 20mm size pebble (pebbles shall be hard, clean, free from clay, dust and other impurities), stacking in standard heaps for measurement including cost, conveyance up to 5km and labour charges for stacking, spreading, testing and as per the directions of the department officers etc complete and as per CPHEEO specification. |
| 142 | 100.55.3:Supplying of 20 to 40 mm pebble (pebbles shall be hard, clean, free from clay, dust and other impurities), stacking in standard heaps for measurement including cost, conveyance up to 5 km and labour charges for stacking, spreading, testing and as per directions of the department officers etc. complete and as per CPHEEO specification. |
| 143 | 100.55.6:Cleaning, drying and seiving the removed filter media and stacking the dismantled pebbles for reuse and spreading in the filter box in layers as per specifications and as per directions of the department officers. |
| 144 | OD61735/2026-2027: Repair/Alteration of the under drain system by replacing all damaged pipes with suitable arrangements on each side of filter bed after safely removing existing concrete blocks, providing end caps on each pipes, replacing damaged nozzles with dept. supplied nozzles, and providing concrete blocks after applying bonding coat to existing concrete after cleaning it properly. Including cost of specials as necessary but excluding cost of concreting etc complete. Supply and installation of uPVC Pipe 90mm 10Kg/CM2 as Air pipes in filter beds including required specials to supply air to the collection channel at all locations on each side of the bed. Price includes lowering, aligning, jointing with solvent, testing, etc. all complete |
| 145 | OD61742/2026-2027:Supply of 300mm Non rising sluice valve/Gate valve with electrical actuator IS 14846 pressure class - PN 1.6, Body,Dome, Wedge- CI IS: 210, Gr. FG260 (or) DI as per IS 1865 500/7, Body & Wedge Rings- Bronze,Spindle- SS, Gland Packing- Greasy Jute Packing, Fasteners- CS IS: 1367, CL-8.8/8.0, Gasket- Natural Rubber, with Electrical actuator - On off duty, without integral starter, 2NO + 2NC limit switch, 1NO + 1NC torque switch. |
| 146 | OD61728/2026-2027:Supply of 400mm Non rising sluice valve with electrical actuator IS 14846 pressure class - PN 1.6, Body,Dome, Wedge- CI IS: 210, Gr. FG260 (or) DI as per IS 1865 500/7, Body & Wedge Rings- Bronze,Spindle- SS, Gland Packing- Greasy Jute Packing, Fasteners- CS IS: 1367, CL-8.8/8.0, Gasket- Natural Rubber, with Electrical actuator - On off duty, without integral starter, 2NO + 2NC limit switch, 1NO + 1NC torque switch. |
| 147 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below |
| 148 | 15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm |
| 149 | 15.53.2:Dismantling of C. I sluice valve including stacking of useful materials within a lead of 50 metres.Above 150 mm diameter |
| 150 | 15.7.4:Demolishing brick work 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.In cement mortar |
| 151 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 152 | OD61736/2026-2027:Supplying and fixing C.I man hole cover with frame for manholes:560 mm diameter ( heavy duty) the weight to be not less than 208 kg. |
| 153 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 154 | 100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 155 | 2.8.1:Earth 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 up to 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 |
| 156 | OD61731/2026-2027:Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift from 1.50m to 3.0 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.- 2nd depth |
| 157 | OD61727/2026-2027:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades |
| 158 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. |
| 159 | 13.71:Lettering with black Japan pint of approved brand and manufacture |
| 160 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes |
| 161 | 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 162 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 163 | 100.98.229:Supply of PVC Pipe, 10kg/cm2, 20mm Dia. |
| 164 | 100.98.231:Supply of PVC Pipe, 10kg/cm2, 32mm Dia. |
| 165 | 100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia. |
| 166 | 100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia. |
| 167 | 100.98.238:Supply PVC Pipe, 10kg/cm2, 140mm Dia. |
| 168 | 100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. |
| 169 | 100.98.505:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. |
| 170 | 100.31.2.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class II. |
| 171 | 100.98.482:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 100mm. |
| 172 | OD61744/2026-2027:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 100mm |
| 173 | 100.31.2.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class II. |
| 174 | OD61740/2026-2027:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 300mm. |
| 175 | 100.38.1.3:Supply of spindle of suitable for 300mm Sluice valve from monolithic gun metal rod including turning, square cut deburring etc., complete. |
| 176 | 100.37.7.2:Fabricating M.S. flanges of diameter 200mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 177 | 18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia |
| 178 | OD61743/2026-2027:Supply of Hot-Dip Galvanized Mild Steel (MS) chequered plates having superior durability, structural strength, and corrosion resistance.(\\"diamond\\" or \\"5-bar\\" pattern) a thickness of 6mm(Material: Mild Steel Chequered Plates conforming to IS: 3502 : 2009Steel Grade: IS: 2062 Grade E250A (or E250BR)Galvanizing: Hot-Dip Galvanized after fabrication as per IS: 4759 / IS: 2629Minimum Zinc Coating: 610 g/m² (average) or 86 microns thicknessGalvanizing Standard: IS 4759 / ASTM A123) |
| 179 | 100.53.1.a:Washing OHSR/GLSR using brooms, brushes and bleaching powder by engaging coolies, scrubbing twice, washing and cleaning using fresh water, including side wall, floor slab and columns, disposing the the slurry / waste materials away from the immediate premises and within the initial lead of 50m from the periphery of the tank, without causing any damage to the existing structure and installations, charges including the operation of valves, conveyance and hire charges of tools and as per the direction of the department officers etc. complete. |
| 180 | OD61738/2026-2027:Ductile Iron Pipe Class K-9 flanges and welding 100 mm dia |
| 181 | OD61734/2026-2027:Supply and Fixing of all type PVC specials of required quantity as per the site condition and the direction of engineer in charge. |
| 182 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth |
| 183 | 2.33.3:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth |
| 184 | OD61741/2026-2027:Cutting the existing GI pipe lamp post (6m and above) reduce the height to 3m and fixing LED Street light for good lighting at night in 72 MLD WTP and HW division campus etc for complete as per the direction of engineer in charge. |
| 185 | OD61739/2026-2027:Conveyance charges for dismantled steel structures ,valves, pumps etc by Mechanical Transport including loading,unloading and stacking up to 1 Kilometer as per the direction of departmental engineer in charge |
| 186 | OD61730/2026-2027:Wiring for light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Supply and fixing LED Bulbs(18 watts),LED tube lighs(24 watts) and all necessary electrical items for each connection etc complete |
| 187 | OD61732/2026-2027:1.Supply and installation of copper bonded lightning protection arrangements with 50 mm dia globe having 5 pointed probes at top 1 m long stem of 25 mm dia copper tube rigidly fixed on RCC roof including supply of all materials including bolts and nuts ,installation etc.cutting,welding grouting,waterproofing the roof around the base complete etc as required.2.Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)3.Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 188 | 100.31.2.7:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 300mm diameter, Class II. |
| 189 | 100.31.2.9:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 400mm diameter, Class II. |
| 190 | 100.32.5:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 100mm Double Acting Air Valve. |
| 191 | OD61745/2026-2027:Supply and Providing Superior quality Coir Mat and Rubber Mat of suitable sizes for Entrance ,Doors etc number of mats and size may be decided as per the requirement and as per the direction of Engineer in Charge. |
| 192 | OD61725/2026-2027:Supply of Chlorine Institute Kit \\"B\\" Type or Tonner Kit, is used to contain leaks at the valve, fusible plug, and side walls of the cylinder.Components and Accessories in a 900kg Chlorine Emergency Kit:1.Control Sliding Hood / Valve Hood: A heavy-duty hood with a Teflon or Butyl rubber gasket designed to cover the entire valve assembly and contain leaks from the valve seat, packing, or spindle.2.Yoke Assembly (Clamps): Strong, durable clamps to securely attach the hood or patch over the leak.3.Pressure Plate & Bolts: Used to apply tightening pressure to the sealing hood.4.Tie Rods: Heavy-duty rods that, along with a chain, hold the entire apparatus together around the 900kg tonner.5.Side Wall Leak Patch: Specialized clamp with a rubber gasket for patching leaks on the cylindrical body.6.Blind Nipples: Used for plugging leak areas.7.Spanners & Wrenches: Specialized, heavy-duty wrenches for operating the valve and tightening clamps (e.g., wrench 200B).8.Emergency Drift Pins: Used to seal broken valve assemblies or fusible plugs.9.Gaskets (Butyl Rubber): Durable rubber gaskets to ensure a seal, commonly designed to withstand chlorine corrosion (e.g., 155mm OD).10.Storage Box: A sturdy metal (MS) box designed to store all components for rapid access. Additional Protective Items:11.Safety Chain: To secure the unit tightly around the tonner.12.Gas Masks/Breathing Apparatus: Required personal protective equipment (PPE) for workers managing the leak etc as per the direction of engineer in charge. |
| 193 | OD66250/2026-2027:Dismantling and reconstruct the existing store building (Temporary structure) to a convenient/suitable location using all existing dismantled pipes, GI sheets etc and stacking all the materials from the old store to newly constructed store building as per the direction of engineer in charge. |
| 194 | OD66937/2026-2027:Supplying, Laying and fixing suitable size of pipe to a required height ,support the pipe through MS angles and sections for the purpose of feeding the chemicals from 48MLD and 24 MLD new chemical rooms to the proposed Raw water channel at convenient point as per the direction of engineer in charge. |
| 195 | OD73546/2026-2027:Specification: Supply, Installation, and Commissioning of CCTV Surveillance SystemItem Description:Supply, installation, testing, commissioning, and fixing of 16 Nos. Wi-Fi CCTV Cameras at the office premises, complete in all respects.Scope of Work:Supply of 16 Nos. high-definition Wi-Fi CCTV cameras.Supply of all required accessories, including mounting brackets, power adapters, connectors, and hardware.Installation and fixing of cameras at designated locations.Configuration of the Wi-Fi network and integration of all cameras into a single surveillance system.Supply and installation of recording/storage device (NVR or equivalent, if required) and necessary storage media.Routing and dressing of power cables and any required communication cables.Configuration of remote viewing on authorized desktop and mobile devices.Testing, commissioning, and demonstration of the complete system.Provision of all labour, tools, transportation, consumables, and incidental materials required for successful installation.Handover of the fully operational system, including user training and basic documentation.Unit: JobQuantity: 16 Nos. Wi-Fi CCTV CamerasRate: Inclusive of all materials, labour, installation, testing, commissioning, transportation, taxes, and all other incidental charges required for the complete execution of the work. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysAug 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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