Tender For Amrut-2.0-Construction Of 4 Lakh Litres Glsr With Pump House At Thoppumpady -Interconnecting Thepumping Main From Maradu Plant & Perumanoor Pump House Withproposed Glsr.-Pipeline Work
Tender Value
4.36 Crore
Estimated cost
Bid Submission
26 Oct 2026
7 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
9759
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ernakulam → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Amrut-2.0-Construction Of 4 Lakh Litres Glsr With Pump House At Thoppumpady -Interconnecting Thepumping Main From Maradu Plant & Perumanoor Pump House Withproposed Glsr.-Pipeline Work
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-Oct-2026 | Other Corrigendum | Other | 26-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Appx A - Demolishing of Existing GL Sump |
| 2 | 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 |
| 3 | 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. |
| 4 | 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 |
| 5 | Appx. B - Construction of new GL sump |
| 6 | OD73623/2026-2027:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M25 of specified diameter and length below the pile cap to carry a safe working load not less thanspecified, excluding the cost of steel reinforcement but including the cost of boring, withbentonite solution and temporary casing of appropriate length for setting out and removal ofsame and the length of the pile to be embedded in the pile cap etc. all complete, includingremoval of excavated earth with all lifts and leads (Length of pile for payment shall bemeasured upto bottom of pile cap). 700 mm dia piles |
| 7 | 20.6.1.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Single pile upto 50 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity) |
| 8 | 20.7.1.2:Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) by Kentledge method including preparation of pile head etc for.Single pileAbove 50 tonne and upto 100 tonne capacity pile |
| 9 | 15.58:Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. |
| 10 | 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 |
| 11 | 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. |
| 12 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m |
| 13 | 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) |
| 14 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 15 | 5.33.1.1: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 M25 grade with minimum cement content of 330 kg /cum |
| 16 | 4.15:Extra for laying concrete in or under water and or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. |
| 17 | 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. |
| 18 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 19 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 20 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) |
| 21 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 22 | 5.33.2.1: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 M25 grade with minimum cement content of 330 kg /cum |
| 23 | OD73561/2026-2027:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specifiedcement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). |
| 24 | 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 |
| 25 | OD73557/2026-2027:Supplying and fitting 150mm CI ventilation cowl with aluminium mesh to prevent insects,fitting during casting of roof |
| 26 | OD73556/2026-2027:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) mixing with additional water proofing compound |
| 27 | 13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 28 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 29 | 13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 30 | 13.71:Lettering with black Japan pint of approved brand and manufacture |
| 31 | 100.36.1:Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete. |
| 32 | OD73558/2026-2027:Supplying and fixing Board type mechanical water level indicator Float guided by anchor plate at bottom and spring assembly at top of tank 6" wide Aluminum/MS Powder coated scale in black color with white stickers having 10 mm wide graduation, minor marking at every 100 mm in white figures , major markings at 500 mm in white stickers Nylon pulleys with weatherproof Pulley housings Guide wire spring assembly with SS Guide wires ,MS Powder coated Indicator (Red) Assembly etc complete as per direction of dept officers based on site requirement. |
| 33 | 19.18.3:Supplying and fixing C.I with out frame for manholes:560 mm diameter ( heavy duty) the weight of the cover to be not less than 108 kg |
| 34 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 35 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 36 | 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 |
| 37 | 10.26.1: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.M.S. tube |
| 38 | 13.52.2: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 concrete work |
| 39 | 11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement |
| 40 | Appx C - Construction of Pump House |
| 41 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 42 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 43 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 44 | 5.33.2.1: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 M25 grade with minimum cement content of 330 kg /cum |
| 45 | 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 |
| 46 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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 |
| 47 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 48 | 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 . |
| 49 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 50 | 11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 51 | 11.41A.3.1: Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm |
| 52 | 11.38:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of Ist quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. |
| 53 | 21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 54 | 10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 55 | 10.9:Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer -in-Charges, (area of grill to be measured). |
| 56 | 13.48A.1:Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 57 | 13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm |
| 58 | 18.24:Laying in position S & S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. ( excluding cost of specials). |
| 59 | OD73664/2026-2027:Supply, Erection Testing and Commissioning of Wall Mounted Vacuum Feed Gas Chlorinator having a maximum feeding capacity 0-10 kg/hr with Auto vacuum regulator consist of vacuum and vent tube connector, flow control valve mounted with O ring, chlorine inlet silver assembly with valve and stud, Hastelloy spring Teflon seating etc... mounted on wall with brackets with screws. Rota meter tube assembly with Teflon float duly calibrated the dose range up to 0-10 kg/Hour ejector assembly completed with inlet valve and throttle arrangements Gas mixing with water outlet arrangement, solution outlet system, vacuum pressure regulator fitted with neoprene O ring, Hast alloy C spring loaded Teflon diaphragm assembly, hast alloy C.Hex nippile connection with nuts. Teflon connecting tubs, Glycerin filled water pressure gauge, vacuum gauge and chlorinator pressure gauge with necessary connection brackets blocks. Chlorine solution outlet should connected to the sump with pipe and fittings with required length of best quality Teflon coated copper pipe for a maximum of 5 meters for gas flow from cylinder to the chlorinator along with hast alloy C. connectors in both ends complete.including supply of 2nos 100 Kg Capacity Chlorine Cylinder. |
| 60 | OD111267/2026-2027:Providing plumbing and sanitary arrangement for toilet in the rest room including water closet (European type), Urinal, Wash basin, PVC pipes and fittings, towel rod, health faucet, taps, septic tank etc. complete as per the direction of departmental officers. |
| 61 | 18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 62 | OD111315/2026-2027:Supply and fixing reputed make 300mm sweep exhaust fan and connect the same with fan points complete with labour. |
| 63 | OD111320/2026-2027:Supply and fixing reputed make 1400mm sweep ceiling fan, 3 blade with plug type electronic stage regulator and connect the same with fan point complete with labour. |
| 64 | OD111331/2026-2027:Supply and fixing reputed make 40 Watts out door LED street light fitting and connect the same with light points complete with labour. |
| 65 | OD111334/2026-2027:Supply and fixing angled button holder with LED (12 Watts) lamp and connect light point complete with labour. |
| 66 | OD111355/2026-2027:Supply and erection of reputed make 4 feet LED tube light fitting with tube on ceiling /wall and connect the same with light points with 15 sq.mm PVC insulated flexible copper wire complete with labour. |
| 67 | OD111385/2026-2027:Supply, fixing and connect 6A 3 pin plug socket and control switch in same light control box complete with labour. |
| 68 | OD111389/2026-2027:Wiring for light point/ fan point / exhaust fan point / call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. Group B |
| 69 | Appx D - Electrical Installation works |
| 70 | OD75490/2026-2027:Supply & installation of 3T Gantry crane. |
| 71 | OD111668/2026-2027:A). PUMP:- Supply , erection , testing and commissioning of reputed make (KWA Approved) centrifugal pumpsets with Bronze/SS impeller , SS shaft and CI pump casing with suitable type of base plate with coupling ,coupling guard foundation bolts and nuts etc. complete suitable for oupling the pump and motor above the base plate etc complete including providing suitable concrete foundation including cost of cement , sand and metal etc complete the duty condition is as follows discharge - 75 lps, total head - 30m, Speed -1475 rpm. (B). MOTOR:- supply , erection , testing and commissioning of reputed make horizontal solid shaft foot mounted TEFC squaral cage induction motor suitable for the above pump working 3 phase 50HZ AC supply , working voltage 415 V / 3300 V . The motor shall confirm to EEFI / IS325 including providing suitable concrete foundation including cost of cement, sand and metal etc complete. Flexible coupling shall be used for coupling of pumps and motors . (C) STARTER:- Supply ,erection, testing and commissioning of dry type copper wound auto transformer having 40,60,80% taping mounded with powder coated 2 mm thick steel sheath dust and vermin proof floor mounted control cubical panel associated with in/out cable entry boxes for accommodating the following parameters for controlling functions of the the fully automatic auto transformer starter. suitable for above motor reputed co. make MNX 225 contactor unit -1 No reputed Co make MNX 95 contactor unit- 2 Nos Timer and supervisory trip relay 1 No OV/UV control relays reputed Co make single phasing preventer AVF digital meter 1 No and selector switch - 1 set ON/Off ,trip & 3 phase indication lamps, Digital or numerical motor protection relay Power Circuit wiring with 25 x 4mm PVC sleeve insulated copper bar and 2.5 sq.mm control wiring(D). PANNEL BOARD :- Supply, erection,testing and commissioning of cubical type floor mounted MS fabricated dust and vermin proof common control panel board consisting of 1 No. 250A, 50KA, 3 pole MCCB as incomer providing suitable size Aluminium bus bar inter connect the above MCCB and fitted with 3 Nos of indicator lamps, 1 No. volt meter with selector switch, 1 No. Ammeter with selector switch etc. complete and provided with duplicate earth point as per IErules and code of practice. the panel shall be fitted on a common base frame on suitable foundation (E).CABLING WORK:- Supply, laying, testing and commissioning of 1.1 KV grade 3.5Corex185 sq.mm Aluminium conductor armoured cables for the above pump set from panel board to starter and 3 runs 120 sq.mm PVC insulated single core cable through 63 mm PVC pipe, flexible hose and accessories from starter to motor.considering energy conservation. (F). EARTHING:- Supply of all material and providing duplicate earthing by 25 x 3mm copper strip on wall /column/floor/buried (Appx. 20 mtrs) in ground and giving double earthing to motor,starter, panel board etc. and connect with existing earthbus. As per IE standards . (G).CAPACITOR:- Supply,erection,testing and commissioning suitable capacity of heavy duty APP capacitor for the above motor to get unity power factor . The capacitor shall confirm to IS 2834 . (H).VALVE:- Supply of suitable size best quality heavy duty ISI Marked CI double fanged sluice valve and Non return valve with suitable pressure rating.fitting of valves shall include proper RCC support especially for Non return valves. In case of positive suction pump set sluice valve should be in suction as well as delivery sides for easy repair works. Pressure gauge on both suction and delivery side . SUCTION AND DELIVERY PIPE CONNECTIONS:- Supply and fitting of suitable size best quality MS pipe of thickness not less than 8 mm for a total length of 8 m (approx). suitable for the above pump set and suitable size foot valve and connecting the suction pipe and valve with suitable flanges, nut and bolts IR sheet etc. complete and connecting the delivery side of the pump with MS pipe of thickness not less than 8 mm for a total length of 8 m (approx) , vales and suitable specials to connect with the pumping main. |
| 72 | OD73574/2026-2027:Supply, Erection, testing and commissioning of one no. outdoor type 200KVA, 11KV/433V , 50Hz,3phase , Vector Group Dyn 11, Resin Cast copper wound Transformer(in IP 54 enclosure) conforming to IS11171/1985 and IS1180.(Unitised substation ) and shall be provided with off circuit tap changer +5% to -5% in steps of 2.5% with winding temperature indicator and hooter & LV side Cable terminal box and HV side connected with one no. 11kV, 630A, 26.3kA for 3 sec Horizontal Draw out VCB fitted with Manual/Motor operated spring charging mechanism with 230V AC motor and motor control switch, shunt trip coil of 24V DC, closing coil of 24V DC, Auxiliary Contact 2NO + 2NC,Mechanical ON/OFF indicator, mechanical operation counter, protection CT, (--/5A, 5P10,15VA , 11kV/110V, Cl-0.2, 25VA PT Instantaneous IDMT relay with Microprocessor based 3O/C + and 1EF Protection relay, Strip Heater with thermostat, Digital Ammeter and Digital Voltmeter, Power pack 230V AC-24 V DC emergency OFF push button as per CEA and Inspectorate standards on the platform provided and shall be fixed with an HT Metering panel containing 3nos , **/5A Resin cast CTs (rating as per the contract demand of the KSEBL service connection), Class 0.2S and 1 no 11KV/110V , Class 0.2 , Resin Cast PT Unit and Provision for accommodating TOD Meter for KSEBL metering in sealed enclosure.VCB panel have the provision for 11KV cable entry at bottom and termination. Entire assembly shall be of IP54 protection class and have slopped top ( Canopy) so as to prevent collection of water on the top nd ingress of moisture and shall be painted with 2 coat epoxy primer and 2 coat epoxy enamel of standard shade and shall be provided with a common Copper earth bus of adequate size . Separate earthing points shall be provided in the unit. |
| 73 | OD73575/2026-2027:Supply and errection and testing of suitable neutral CT ,5P10 Class for 11KV/433V , 200 KVA transformer in suitable enclosure as per Standards including connections to Transformer Neutral etc. complete |
| 74 | OD73572/2026-2027:Supply,laying & commissioning of XLPE/PVC A PVC Al. cables for the following sizes 3 x 300 sq.mm -50meters,11KV XLPE Al. Cable,3.5 x 300 sq.mm-20meters,2 x 1.5 sq.mm Cu -25 meters |
| 75 | OD73563/2026-2027:Supply all the materials & carrying out cable end termination of 11KV XLPE 3x 300sq.mm Al. cable using 11KV cable jointing kit gland earthing of adequate size etc. complete 1set indoor and1set. out door |
| 76 | OD73571/2026-2027:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3 1/2X 300 sq. mm -3Nos,2x1.5 sq.mm -6set |
| 77 | OD73567/2026-2027:Supply and fixing Emergency off push button station |
| 78 | OD73566/2026-2027:Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required - 6 Nos.Supply , Laying and termination of Copper strip 25x3 mm size-225m, Supply , Laying and termination of 10SWG copper conducor-25m |
| 79 | OD73565/2026-2027:Supply, fabrication & installation of structural supports for cable, cable tray and other strucutral materials not covered elsewhere in the bill of quantities including one coat of metal primer & two coats of grey paint.,Supply and installation of 4.5Kg DCP fire extingusher having ISI mark along with mounting supports etc. ,Supply of electrical grade mat sutable for 11KV,3mm , Supply of electrical grade mat sutable for 440V,2mm , Supply and installation of 1Nos of fire buckets along with stand , Supply and installation of LT/HT danger sign board. , Supply and installation of HT route marker , Supply and installation of shock treatment chart , Supply and installation of rubber gloves etc. |
| 80 | OD73569/2026-2027:Fabrication, supply and erection of fencing for transformer yard up to a height of 2.0 m using 2.5 m long 40x40x6 mm angle supports at 1.2 m interval erected in ground 0.5 m below and 2.0 above ground level the bottom portion grouted on 1:3:6 cement concrete, providing necessary length 25x6 flat iron horizontals at 80 cm intervals, and providing 10 mm MS rods vertically fitted at 10 cm interval and Chain link fabric fencing mesh of size 50x50 mm made of G.I. wire of dia 4 mm. PVC coated to outer dia 5 mm all around the yard fixed on the frame work including excavation of soil, leveling, painting 2 coats of aluminium paint over 2 coats of epoxy primer and spread 40 mm broken granite gelly over spreading a layer of sand in the yard as per standards. |
| 81 | OD73564/2026-2027:MSB- Fabrication of a fully partitioned dust and vermin proof enclosure for panel assembly as per form 4 of IS 8623 ( with latest amendments) using 2.00 mm CRCA sheet as per approved design and requirement with front access facility bus bar chambers with 600A TPN Copper Bus bars with insulator supports, hinged doors for all switch gear compartments, earthing the doors using 4 sq mm braided copper conductor, providing necessary cut-outs for mounting meters, relays, indication lamps, bus bar interconnection etc, detachable covers for bus bar chamber and cable alley, powder coating the assembly after subjecting to 7 tank process etc as required. CRCA sheet alone be used for the fabrication. Angles/Flats/slotted angles etc shall not be used for the fabrication of panel assembly with the following - MSB Incomer: 500A 4P 50 KA Microprocessor based MCCB with 3 O/C and 1E/F shunt releases set at 270A and Stand by low set earth fault trip through the neutral CT provided- 1 No, digital multi-function meter to read V, A,F,PF,KW,KWh etc. Indicator sets with necessary accessories and panel should be fully wired and Copper bus bars for Phases, Neutral & Common earth bus, Busbar 600A Copper TPN. Outgoings: 200A 4P 36KA MCCB set for 50 HP motor -2 Nos, 125 A,36KA, TPN MCCB - 6 nos for mounting at clear water pump house etc. done as per the direction of departmental officers. |
| 82 | 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. |
| 83 | OD73573/2026-2027:Painting Identification marks letters etc.in panel boards, DB transformer etc.as per electrical inspectorate standards. |
| 84 | OD73570/2026-2027:Supply and installation of HT TOD Meter , Arranging soil resistivity at site , Preparation of Electrical drawings & getting approval energisation santion from electrical inspectorate. Preparation of Electrical drawings & giving completion report to KSEB |
| 85 | Appx.E - Shifting old motor pump set to new pump house by dismantling from old base frame, replacing its bearings, and erecting on new base frame. |
| 86 | 100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. |
| 87 | 100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm. |
| 88 | 100.98.459:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 125mm. |
| 89 | 100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. |
| 90 | 100.98.428:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.6, Size 80mm. |
| 91 | 100.98.430:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.6, Size 125mm |
| 92 | 100.98.434:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 300mm. |
| 93 | 100.31.1.7: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 I. |
| 94 | OD112933/2026-2027:Dismantling and removing existing pump set, Motor, RCC Foundation and MS Base Plate etc complete. |
| 95 | OD113296/2026-2027:Charges for dismantling the soft strater, electrical connections , earth connections, and foundation bolt, coupling bush and nuts, dismantling the same of both motor and soft starter and taking to the floor, by using tripod, chain pulley block. |
| 96 | OD113049/2026-2027: Charges for manufacturing of supplying of heavy type good quality base frame (100 mm x 75mm M S channel) suitable for 40 HP Kirlosker motor and Horizontal Centrifugal coupled pump set. By making a pattern of 40 HP/50HP motor pump set new base frame, cutting in gas cutting, welding, drilling etc. making the same as per the measurement and the direction of departmental officers (Including charges for cost of materials and labour charges and welding set generator set) (DATA TAKEN FROM APPRV.ESTIMATE-17921/2025) |
| 97 | OD113063/2026-2027:Charges for conveying manually from old pump house to the nearest new pump house by pulling and pushing, using chain block, chain, tripod etc. |
| 98 | OD113144/2026-2027:Charges for refitting the pump and motor to frame using chain block chain rope tripod etc. correcting level and alignment coupling with motor fitting suction and delivery pipe using new rubber packing and nut and bolt etc. Refitting soft starter, connecting electric connection to motor & to main panel etc and trial run including hire charges for chain block chain tripod and labour charges |
| 99 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 100 | 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) |
| 101 | 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 |
| 102 | 100.37.5.1:In situ fabrication of M.S. pipes of size 100mm (I.D.) using 8mm 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. |
| 103 | 100.37.5.2:Fabricating M.S. flanges of diameter 100mm 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. |
| 104 | 100.37.5.3:Cutting 100mm (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 8mm thick M.S. plates. |
| 105 | 100.37.5.4:Welding 100mm (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 8mm thick M.S. plates. |
| 106 | 100.37.5.5:Grinding cut and weld edges of 100mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 107 | 100.37.6.1:In situ fabrication of M.S. pipes of size 150mm (I.D.) using 8mm 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. |
| 108 | 100.37.6.2:Fabricating M.S. flanges of diameter 150mm 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. |
| 109 | 100.37.6.3:Cutting 150mm (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 8mm thick M.S. plates. |
| 110 | 100.37.6.4:Welding 150mm (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 8mm thick M.S. plates. |
| 111 | 100.37.6.5:Grinding cut and weld edges of 150mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 112 | 100.31.1.1: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 I. |
| 113 | 100.31.1.2: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 I. |
| 114 | 100.31.1.3: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): 125mm diameter, Class I. |
| 115 | 100.31.1.4: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): 150mm diameter, Class I. |
| 116 | Appx F - Interconnection Works |
| 117 | 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. |
| 118 | 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. |
| 119 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m |
| 120 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m |
| 121 | 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. |
| 122 | 100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia. |
| 123 | 100.98.125:Supply of DI K9 Pipe Conforming to IS 8329/2000, 700mm Dia. |
| 124 | 100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm. |
| 125 | 18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia |
| 126 | 18.68.2:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Above 600 mm dia |
| 127 | 100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes. |
| 128 | 100.31.1.6: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): 250mm diameter, Class I. |
| 129 | 18.70.4:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:250 mm dia pipes |
| 130 | OD112890/2026-2027:Labour for cutting D .I/primo .pipe with steel saw.700 mm diameter pipe |
| 131 | 100.15.4:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 250mm diameter Ductile Iron Double Flanged pipes. |
| 132 | 100.14.11:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 700mm diameter Ductile Iron Class K-9 Pipes. |
| 133 | 18.30.6:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:250 mm diameter pipe |
| 134 | OD73594/2026-2027:Interconnecting 250mm dia MS pipe with 8mm tk. MS plate (for connecting suction pipe) by welding at one end with 600mm MS header pipe and other end connected with 12mm tk MS flange including cost and conveyance of all materials and labour charges etc complete as per the direction of deptl officers. |
| 135 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 136 | OD112663/2026-2027: Interconnecting existing 700 mm DI K9/700 primo pipe with newly laid 250 mm DI K9 pipe using specials,etc as per direction(Excluding rates of DI specials and pipes) |
| 137 | 100.37.9.1:In situ fabrication of M.S. pipes of size 300mm (I.D.) using 8mm 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. |
| 138 | 100.37.9.2:Fabricating M.S. flanges of diameter 300mm 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. |
| 139 | 100.37.9.3:Cutting 300mm (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 8mm thick M.S. plates. |
| 140 | 100.37.9.4:Welding 300mm (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 8mm thick M.S. plates. |
| 141 | 100.37.9.5:Grinding cut and weld edges of 300mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 142 | OD112885/2026-2027:Supplying an electro- magnetic flow meter of size 250mm bore dia conforming to protection level of IP-68 for Flow Sensor and IP- 67 for transmitter and having an accuracy level of 0.5% with LED/LCD Display unit. The flow meter should have the housing (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 confirming 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 (minimum 3 years) |
| 143 | 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) |
| 144 | 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) |
| 145 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 146 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars |
| 147 | Appx G - Compound wall at PH compound |
| 148 | 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 |
| 149 | OD73554/2026-2027:Mechanical means engaged for restacking the pipe pieces dumped at the pump house compound |
| 150 | 50.2.33.8:Cutting branches of trees overhanging above any structures of girth beyond 120cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. |
| 151 | 2.33.1: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 30 cm girth up to and including 60 cm girth |
| 152 | 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 |
| 153 | 2.33.4: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.Above 240 cm girth |
| 154 | 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 |
| 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 | 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) |
| 157 | 100.98.1008:Engaging Coolie. |
| 158 | 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 |
| 159 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 160 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 161 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars |
| 162 | 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 163 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 164 | 16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 165 | 16.53:Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m) , having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angel iron, all complete as per direction of Engineer- in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 166 | 13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm |
| 167 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 168 | OD73553/2026-2027:Dismantling the existing MS grill at west side of PH and fixing at South west portion of the pump house compound |
| 169 | 16.15.1:Supplying at site:R.C.C. Standards post / struts / rails / pales of mix 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size ) with wooden plugs or 6 mm bar nibs wherever required as per direction of Engineer-in-Charge (cost of earth works in excavation, concrete works in foundation to be paid separately) |
| 170 | 16.70.1:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm |
| 171 | 16.3.3:Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate |
| 172 | 16.4:Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 173 | OD73552/2026-2027:Supplying and spreading baby metal at the road surface as per the direction of deptl officers |
| 174 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 175 | APPx H - Compound wall at OH tank compound |
| 176 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil |
| 177 | OD73601/2026-2027:Mechanical means engaged for restacking the pipe pieces dumped at the pump house compound |
| 178 | 100.98.1001:Engaging Bhisti. |
| 179 | 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 |
| 180 | 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 |
| 181 | 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) |
| 182 | OD73600/2026-2027:Random rubble masonry with hard stone for compound wall using dismantled rubble 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) |
| 183 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 184 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 185 | 5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars |
| 186 | 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 187 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing |
| 188 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 189 | 16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 190 | 16.53:Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m) , having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angel iron, all complete as per direction of Engineer- in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 191 | 13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm |
| 192 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 193 | 13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 194 | APPx I - Investigation, design & soil exploration |
| 195 | 56.1.a:Mobilization including transportation of all necessary plant and equipment's and materials of boring, field testing and sampling and demobilization after completing the work - For machine boring |
| 196 | 56.2.a:Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location - For machine boring. |
| 197 | 56.3.d.1:Boring with rotary power drilling equipment's in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata above 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For ordinary soil. |
| 198 | 56.6:Recovering undisturbed soil samples using thin tube sampler of 75mm.to 100mm length internal dia 500mm length conforming to relevant IS Code at any required depth including clearing the bore hole etc complete. |
| 199 | 56.7:Conducting standard penetration test in bore hole at any depth. |
| 200 | 56.8:Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code. |
| 201 | OD73663/2026-2027:Charges for planning and designing for all works, submission of all drawings in sufficient copies etc. complete as per direction of the EIC. |
| 202 | Appx J - Landscaping and beautification of pump house compound |
| 203 | OD112916/2026-2027:Surface preparation of the ground including ploughing to a depth of 15-25cm, rough dressing and fine dressing for grass turfing. |
| 204 | OD112915/2026-2027:Supplying and stacking Good Earth including royalty and conveyance upto 16 k.m. lead complete. |
| 205 | OD112914/2026-2027:Providing and fixing Korean grass turf with earth of 50mm to 60mm thickness and existing ground prepared with proper level and ramming with required wooden tools and then rolling the surface with light roller make the surface smoother and even, watering with sprinkler. |
| 206 | OD112927/2026-2027:Supply, installation, testing, and commissioning of a Mini Mast Lighting System complete with an octagonal pole fabricated from hot-dip galvanized GI sheet, having a top diameter of approximately 700 mm and bottom diameter of 1300 mm, with base plate designed to withstand wind speed as per IS 875 (Part III). The mast shall include a round-arm luminary carriage suitable for mounting 4 Nos. of 150 W LED floodlights with die-cast aluminum housing, IP66 protection, IK07 impact resistance, and high-efficiency electronic driver with surge protection. The work shall include providing and constructing suitable RCC foundation with foundation bolts, necessary cabling from the control gear box to the luminaries, and proper earthing as per IS 3043. All materials, fittings, accessories, and labour required for installation, testing, and commissioning shall be included, complete in all respects as per specifications and directions of the Engineer-in-Charge. |
| 207 | OD112929/2026-2027:Supply and planting of Ixtora plants as directed. The rate shall include the cost of plants, gardener charges, fertilizers,conveyance ,proper maintenance and all materials and labor required for proper completion of the work. |
| 208 | OD112930/2026-2027:Supply and planting of Bougainvilla plants as directed. The rate shall include the cost of plants, gardener charges, fertilizers,conveyance ,proper maintenance and all materials and labor required for proper completion of the work. |
| 209 | OD114111/2026-2027:Supply and planting of Murraya big plants as directed. The rate shall include the cost of plants, gardener charges, fertilizers,conveyance ,proper maintenance and all materials and labor required for proper completion of the work. |
| 210 | OD114129/2026-2027:Supply and fixing reputed make 100Watts LED Flood Light in GI Post and connect the same with light points etc. complete with all material and labour charge. |
| 211 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 09, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 26, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 daysOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysTender Documents
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