Tender For Special Repair To Oht / Reservoir At Complaints Cell Queens Line And Golf Ground Under Ge Jaipur At Jaipur Mil Station
Tender Value
75.63 Lakhs
Estimated cost
Bid Submission
08 Sep 2026
23 days left
EMD
1.38 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair To Oht / Reservoir At Complaints Cell Queens Line And Golf Ground Under Ge Jaipur At Jaipur Mil Station
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ 82569/E8 BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: CWE JAIPUR Name of Work: SPECIAL REPAIR TO OHT / RESERVOIR AT COMPLAINTS CELL QUEENS LINE AND GOLF GROUND UNDER GE JAIPUR AT JAIPUR MIL STATION CA NO: CWE/JPR- OF 2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # NUMBER # SNo Item Description Item Code / Make Qty Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency Rate in Figure Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT With Taxes Rate in Words Total Amount |
| 2 | M&L for dismantling / taking down old existing unserviceable cement plaster, loose / unsound weaken cement concrete of any description and in any position from existing external / internal surfaces of RCC / slab / beam / columns RCC, facias etc average depth 15mm (approx height upto 22 mtr from natural ground level) with power driven pneumatic chisel and removal of debris upto the approved municipal dumping ground outsides MoD land including cutting of all making square / rectangular cavities roughening the smooth surfaces including Providing & erecting double scaffolding/staging, Jacks to support the structure provisionally during for repair work upto height from ground level to 22 m, complete all as specified and directed. |
| 3 | S& F hard drawn steel wire fabric n exc. 4 kg/Sqm weight cut to length bent to shape required and tying with & incl mild steel wire (annealed) not less than 0.9 mm dia as in reinforcement complete all as specified and directed. |
| 4 | Providing and applying a non shrink, polymer modified cementitious micro-concrete Renderoc RG or equivalent from SIKA/BASF/ FOSROC having compressive strength (BS 4551-80)-50 Mpa at 28 Days, Tensile strength- 2 Mpa @ 28 Days, Flexural Strength(BS 4551-80)-5 Mpa at 28 Days. product shall have A1 Class Fire Rating confirming to EN1504 cl 5.5, Thermal conductivity of 1.5W/m degree C. Renderoc RG can be applied in sections upto 100mm deep. Pouring the same into the formwork using suitable arrangement or if required using pumping device for uniform flow of micro concrete.Note:- fixing the formwork/ shuttering across the profile of damaged structural element is also included and The work should be carried out with all safety measures like helmet, safety belt and under supervision of qualified supervisor etc complete.Rate shall be inclusive of preparatory works from Note (i) to i(v) below, rates shall also includes cost of materials labour, tools and plants, safety arrangement quality control and testing etc. complete as per specification and as directed by Engineer-in-charge.Note :(i) Chipping of plaster and unsound/weak concrete material till reinforcement bars to exposed to enable their rust removal. (ii) Rust removal below average thickness from slabs, beams, columns etc. with standard power driven percussion type or pneumatic chisel of standard make as directed by Engineer-in charge including tapering all edges, making square shoulders of cavities etc complete and disposal of debris up for all lifts and leads. |
| 5 | ii) Rust removal by Providing and applying a combination of acid based material, corrosion inhibitors and dispersing agents rust remover, for removal of all rust/ scales/corrosion from reinforcement bars before micro concreting or patch repair, It Shall be applied with brush for complete wetting of rusted metal surface at coverage of 2- 2.5 Sqm/ltr. & allow it to react for 16-24 hours. After 24 hours, a white layer will appear which will protect further corrosion of metal /steel for about 5-7 days. Before applying any protective coating, the surface should be wire brushed and thoroughly cleaned for dust with dry cloth. iii) Anticorrosive treatment by Providing and applying Nitozinc Primer an epoxy based zinc rich anti corrosive primer having adhesive bond strength ≥ 1.5 MPa as per ASTM D4541, & shall comply to per ASTM B-117 to be applied on well cleaned, fully exposed and all loose scale , rust free rust free surface obtained by grit blasting or suitable means , to be done with coverage @4.5sqm/litres to achieve a minimum thickness of 40microns DFT or as per direction of Engineer-In charge.(iv) (a) Applying epoxy bond coat on the sound concrete substrate using approved spray machine or suitable brushes & ensuring that no pin holes are visible. (In case pin holes are still visible after a coat, a second coat shall be applied to ensure absence of pin holes).(b) Immediately after application of above bond coat as above pour prepacked dual shrinkage compensated micro concreting M40 grade, using approved mixing machines/pumping under pressure via approved pneumatic pump at the locations to be repaired in RCC beam & columns etc, upto 100 mm thickness of micro concrete.Bonding agent shall have Compressive strength(BS 6319 Pt.2)- 50 Mpa at 7 days, Flexural strength strength(BS 6319 Pt.3)- 35 Mpa at 7 days, Tensile strength (BS 6319 Pt.7)- 20 Mpa at 7 days, Shear Strength (BS 6319 Pt.4)- 10 Mpa at 7 days.(c) Erection of water tight formwork and placing micro concrete as per manufacturer specification |
| 6 | M & L for 15mm thick polymer mortar to load carrying RCC members in one layers in proportion of 1:5:15 by weight of polymer of approved make and quality, cement and quartz sand with required WC ratio for desired consistency and applying and finishing by floating, curing after initial setting time etc. as per manufacturer specification etc. complete all as directed and specified. Note : Providing & erecting double scaffolding/staging, Jacks to support the structure provisionally during for repair work upto height from ground level to 22 m shall be included in quoted rates. |
| 7 | M & L for 30mm thick polymer mortar to load carrying RCC members in two layers in proportion of 1:5:15 by weight of polymer of approved make and quality, cement and quartz sand with required WC ratio for desired consistency and applying and finishing by floating, curing after initial setting time etc. as per manufacturer specification etc. complete all as directed and specified. Note : Providing & erecting double scaffolding/staging, Jacks to support the structure provisionally during for repair work upto height from ground level to 22 m shall be included in quoted rates. |
| 8 | M & L for applying SBR bond chemical of approved make before applying polymer plaster/ concrete to have the perfect bond between old concrete and new concrete/ polymer plaster surface using nylon bruses scaffolding labour etc. complete all as directed. Note : Providing & erecting double scaffolding/staging, Jacks to support the structure provisionally during for repair work upto height from ground level to 22 m shall be included in quoted rates. |
| 9 | M & L for drilling and fixing Teflon perforated nozzles in RCC members including drilling 14mm dia 50 to 100 mm deep holes in structural members at the intervals of 300 mm in staggered manner all as directed including cleaning the holes by air blowers prior to fixing nozzles and fixed nozzles in cleaned holes . External ends of nozzles to be machined to receive outlet of grouting gun. nozzle is fixed by mean of epoxy to ensure complete sealing and cure the system for min 12 hrs under supervision of qualified supervisor all as specified and directed. |
| 10 | M & L for injecting high performance non shrink, free from high strength antiwash polymer cement grout of approved make by addition of water as per manufacturers instructions and specification into honeycombing area/porous concrete including drilling of holes minimum 50 mm in concrete, fixing nipples, injecting grout by suitable pump at pressure of 2.0 Kg/cm2 and subsequently cutting/ removing of nipples and sealing of holes with epoxy putty EPW 1010 etc. complete all as directed. |
| 11 | M&L for thoroughly wetted surface to ensure better sticking including sand paper gentle rubbing to obtain smooth surfaces, including all necessary arrangement for execution of work ,preparation of new plaster surface with 2 mm thick putty than applying (priming seal -o- prime ) on plastered surface and two coat of weather proof exterior emulsion paint (weather coat smooth of Ist quality) using hand roller on external Wall Surface, complete all as specified and directed. |
| 12 | M&L for providing and filling epoxy putty into RCC crack after opening up in V-groove manner approximate 5x5mm size using mechanical cutter, properly cleaning the same by compressed air to remove loose dust, dirt etc and filling the same using Nitcote VF. Three component solvent free, thixotropic, Epoxy resins based putty having 100% solid contents, mixed density of 1.6 g/cc, compressive strength 50 N/sqmm, pot life of 40 minutes at 24° C Drying time 8 hrs, recoatable time 24 hrs and finishing in line and level with existing concrete surface etc. complete all as specified. |
| 13 | M&L PCC 1:4:8 Type D2 (40 mm graded aggregate) as in sub base and mass concrete. |
| 14 | Demolition stone slabs and tiles of any description or thickness in floors, aprons etc laid, bedded and pointed in cement mortar |
| 15 | M & L Machine pressed precast rubber moulded concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, with grey cement laid over and including 25mm thick sand cushion layer complete |
| 16 | M&L cement concrete 1:3:6 type C-1 in mass concrete complete all as specified. |
| 17 | M & L 25 mm thick PCC 1:2:4 type B-1, using 20 mm graded stone aggregate as in floors complete all as specified and directed. |
| 18 | M&L for precast cement concrete 1:2:4, type B1 (using 20mm graded stone aggregate) solid blocks, 150mm thick as in kerb stones and setting in cement mortar 1:4 incl necessary earthwork complete all as specified and as directed. |
| 19 | S&F rolled mild steel work as in Joist, channel, angle or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length directed) and similar work conforming to Fe-290 GdeE-165. |
| 20 | S&F hand rails half round or other stock section or core for wooden hand rail straight portion , drilled and countersunk for balusters , nosing to steps, struts in fencing including cutting tops to shape as directed , drilling holes, notching for wire etc flat iron fillets ( for securing chain link fencing ) including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 |
| 21 | M&L preparation new or previously untreated steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over and including one coat of red oxide zinc chrome primer complete all as specified and directed. |
| 22 | M&L Providing precast cement concrete louvers and jallies, 35 mm thick ( measured solid) including all mouldings but excluding frame type B-0 1:2:4 ( 12.5 mm graded stone aggregate) set in CM 1: 4 complete all as specified and as directed. |
| 23 | M & L for Providing precast cement concrete type B0 (using 12.5 mm aggregate) in columns, posts, boundary pillars, with plain fair faces, throating etc. and setting in CM 1:4 mortar complete all as specified. |
| 24 | M&L for New plastered surface of walls of any description applying 2 mm thick wall putty and applying two coats of acrylic emulsion exterior grade weather proof paint over a coat of primer complete all as specified and directed upto three storey building including scaffolding arrangement all as specified and directed. |
| 25 | M&L for New surface of Jaali of any description and applying two coats of acrylic emulsion exterior grade weather proof paint over a coat of primer complete all as specified and directed. |
| 26 | Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles. |
| 27 | M&L brick work with old size sub-class ‘B’ bricks, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:6 for raising of height of drain, manhole / wall complete all as specified. |
| 28 | Description all as per item No 25.00 above but except brick. |
| 29 | Taking down cement plaster or cement lime plaster on brick / stone surfaces of wall or ceiling including raking outs joints, hacking for key scrubbing down with water etc |
| 30 | M & L rendering 15mm thick on stone masonry surfaces or surface other than fair faces of brick work on wall in CM 1:4 finished even and smooth without using extra cement. |
| 31 | M & L rendering 15mm thick on fair faces of brick work or concrete surface in CM 1:4 finished even and smooth without using extra cement. |
| 32 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 33 | M&L for Food Grade Coating to Internal surface of Tank in two layers of an elastomeric, liquid applied, crack bridging, two part high performance acrylic polymer modified cementitious waterproofing coating system with high degree of flexibility and comprises of a liquid polymer and a cement based mix incorporating special admixtures having tensile strength more than 1.5n/sqmm and crack bridging ability is more than 2mm complete all as specified and directed by Engr-In-Charge. Make : SikaTop® Seal-109 hi or Equivalent Techno commercial make as per approved makes. |
| 34 | Dismantling of loose reinforced cement concrete any description by chieseling , wedging etc. cutting the unserviceable reinforcement as in roofs, floors (including ground floors), beams, staircases, landing, chajjas, slab, similar suspended and columns work complete all as specified and directed incl removal all rubbish material where directed. |
| 35 | Chipping the RCC surface and cleaning the rusted reinforcement and exposed surface by wire brush, mechanical device or any other established method and applying the rust removing solution of approved make and quality with cotton swab to reinforcement and allowing to dry the same for 24 hrs ,brushing of loose particles and applying 1st coat of rust preventive coating of polymer and cement slurry in 1:1.5 proportion with soft brush without adding water including applying another coat of rust preventing after 4 hrs allowing air curing for 48 hrs etc. complete. |
| 36 | S&F TMT bars 6 mm to 8 mm dia cut to length bent to shape reqd incl cranking, bending spirally for hooping for cols, hooking ends and binding with steel MS wire (annealed) not less than 0.9 mm dia. |
| 37 | Description all as per item No 34.00 above but 10 mm dia & over. |
| 38 | M&L form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick finish with rough finish flat surface. The shuttering shall be of min 12 mm plywood sheets placed in position to receive flowable microconcrete. |
| 39 | M & L Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work n exc 20cm wide with rough finished surfaces and staging upto 21 m from GL complete all as specified and |
| 40 | M&L for RCC M30 design mix) using 20mm graded stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as directed. |
| 41 | M&L for RCC nominal mix type B-1 1:2:4 (using 20mm graded stone aggregate) as in plinth beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. |
| 42 | Use & waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc finish with rough finish flat surface complete all as specified and directed. |
| 43 | M&L for New plastered surface of walls of any description applying 2 mm thick wall putty and applying two coats of acrylic emulsion exterior grade weather proof paint over a coat of primer complete all as specified and directed upto three storey building including scaffolding arrangement all as specified and directed. |
| 44 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in any type of soil including trimming of tree roots in trenches complete all as specified. |
| 45 | Returning, filling-in, including spreading, watering and well ramming in layers not exceeding 25 cm thick each, in soft /loose soil complete all as specified. |
| 46 | Removing excavated surplus soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified. |
| 47 | Supplying, laying, jointing and testing 150 mm bore ductile iron pressure pipe centrifugally cast, ISI marked, with socket and spigot ends (ISI marked) & jointing materials ( IS 8329/2000), standard length , of k7 specifications with out zinc coating laid in trenches, under floor, hard standing, interlocking tiles, road etc for water and including taking down old unsv pipes, removing interlocking tiles, refixing again as per existing and make good surface as per existing complete all as specified and directed. |
| 48 | Supplying, laying, jointing and testing 150 mm bore ductile iron pressure pipe centrifugally cast, ISI marked, with cast flanged ends pipe (ISI marked) & suitable size nuts, bolts, washers, standard length of k9 specifications with out zinc coating laid vertical along with wall of overhead tank by support of MS angle, fastener nuts for fixing of pipe vertically for water supply from overhead tank and including taking down old unsv pipes, removing interlocking tiles, refixing again as per existing and make good surface as per existing complete all as specified and directed. |
| 49 | Supply & Fixing in repair of 150 mm bore sluice valves, class PN 1.6 of under mentioned type and size with cast iron body with forged steel spindle, non rising type and cast iron wheel head, both ends flanged, IS-14846 marked complete with neoprene rubber gasket ,jointing material and incl nuts/bolts/washer, taking down old unsv complete all as specified and directed. |
| 50 | Supply & Fixing in repair of 100 mm bore sluice valves, class PN 1.6 of under mentioned type and size with cast iron body with forged steel spindle, non rising type and cast iron wheel head, both ends flanged, IS-14846 marked complete with neoprene rubber gasket ,jointing material and incl nuts/bolts/washer taking down old unsv complete all as specified and directed. |
| 51 | M&L in repairs ductile iron fittings,ISI marked viz bends, tapers, reducers, tee pieces (single or double branch) any type, duck foot bend, flange, collar, angle/radius and straight connecting pieces but all ends flanged size of pipe up to 200 mm bore complete alla s specified and directed |
| 52 | M& L for cutting of bituminous road or any type of floor for laying of pipe not exceeding 1.5 mtrs deep including refilling with material and watering well ramming/compacting and making good with PCC 1:2:4 type B1, 10 cm thick complete all as specified and directed. |
| 53 | M& L for Decrin dosing pump system universal non gaseous chlorine dosing system of Specification- System suitable for both solution and slurries, superior compatibility with aggressive chemicals, mono compartment 100 L water treatment station with proportional dose adjustment options, powerful motorized fluid delivery drive with dry run protection, off-gassing solutions & dry run protection, fluid released upto 50 LPH independent of back pressure upto 8 bar, continuous chlorine release with accurate output reproducibility, integrated plug & play system operating on single phase 230 V 50 Hz, consisting of 40 liter - 100 liter PE / FRP tank with PE / FRP Lid & level gauge along with agitator with shaft & blade in plastic, mounted on tank with Accessories i.e lead tubing, connecting nuts, injection check valve, clay weight, ferrules of Make-Declibac altoch unipro V2 or equivalent in Chloromax/ ION Exchange/ MAIC- India or as per approved makes complete all as specified and directed. |
| 54 | M&L Earthing complete as per electrical plate No 3 of MES SSR Part I with galvanised steel plate earth electrode 60 cm x 60 cm x 6.0mm, buried directly vertically in ground in a pit of depth not less than 2.5 metres below ground level with the top edge of earth plate at a depth not less than 1.8m below normal ground level connected to and including galvanised iron or steel earth strip 25X4 mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel. Earthing strip protected by galvanised iron or steel pipe 40mm bore light grade and connected to continuous earth wire on pole/ test point. Watering pipe shall be 20 mm bore GI medium grade. The earthing shall be inclusive of excavation and earth work in any type of soil,charcoal, salt,funnel , PCC pit and RCC cover complete all as specified & directed. Note 1- following items deemed to be included in quoted rate (a) Earth electrode. (b) Main earthing lead from earth electrode to test point and further to equipment to be earthed upto 7.5 metre. (c) Material and labour for connecting earth electrode and earthing lead as specified. (d) Adequate quantity of charcoal dust and common salt as per direction. (e) All labour involved including testing of earth net work. (f) Excavation and earth work or drilling hole for electrode. (g) P.C.C. pit and C.I. cover. (h) Funnel with watering pipe, wire mesh and copper lugs etc. as specified. (j) G.I. protection pipe of size ordered specified for protection of earthing lead from mechanical injury or tempering. Note 2 - On testing after completion if the desired earth resistance less than 2 Ohm is not obtained the earthing will be redone at no extra cost. |
| 55 | M&L for Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 25x4mm galvanised iron strip |
| 56 | Taking out of old existing unserviceable earthing lead of 25 x 4 mm size of galvanised iron strip or steel strip. |
| 57 | Construction to brick masonry valve pit/ chamber of size 900 x 600 x 1000mm for 80 & 100 mm dia Sluice / Reflex valve and including necessary excavation and earth work, PCC, Plaster in CM 1:6 on inside and out side (above ground ), angle iron frame 40x40x6mm size including fabrication work, hold fast, MS sheet cover 3 mm thick, duly painted with one coat of black bituminous paint of approved quality, handle and including provn of 80 mm dia Godrej lock with 4 Nos keys including taking down/ demolished old unsv valve pit, remove unsv garbage/ material from site complete all as specified and directed |
| 58 | Description all as per item No 55.00 above but 1050 x 750 x 1000mm for 150 mm dia Sluice / Reflex valve. |
| 59 | Description all as per item No 55.00 above but 1200 x 900 x 1200 mm for 200 mm and above dia Sluice / Reflex valve. |
| 60 | Material and labour for writing letters or figures (Block ,roman, Italic) n exc 30 Cm height, before writing painter will scrub/clean the floor/wall as per requirement/ dimension and double coat a base paint complete all as specified and directed. |
| 61 | M& L for repairing the rolling shutter of E/M installations including main replacement of rolling GI pipe up to 50 mm dia, spray painting and minor parts like spring,nut,bolts etc as specified and directed by Engr in charge complete all as specified and directed. |
| 62 | Supply and fixing in repair aviation/obstruction light on over head tank with wiring with 1.5 Sqmm 2 core wire up to the DB at base of OHT and wire fixed by heavy duty saddle 60 cm apart complete all as specified and directed by engr in charge. |
| 63 | Supply and fixing in repair microprocessor based water level monitoring device comprises of a transducer, a transmitter, remote level indicator via ultrasonic sensor non contact type whose output 4-20 mA, mounting with top of OHT, accuracy of measuring loop +/- 0.5% of full scale with remote digital display panel which show water level in percentage form of overhead tank during water filling by pumps including 1.5 sqmm copper pvc cable from sensor to panel fixed with wall and wire fixed by heavy duty saddle complete all as specified and directed by EIC. Make : L&K, unison or equivalent as per approved makes. |
| 64 | M & L for test point terminal block made of gun metal or phosphorus bronze size 75x75x25 mm drilled and screwed including 3 Nos 8 mm dia 25 mm long hex head screw etc incl taking down old unsv complete all as specified and as directed. |
| 65 | M & L for Lighting conductor air termination, single pointed copper rod 12 mm dia and 300 mm long with base plate and PCC on roof top for supporting and fixing of GI pipe incl taking down old unsv complete all as specified and directed. |
| 66 | M&L for fabrication, welding, grinding, cutting to install common Header for delivering of water by ERW Mild steel pipe of various sizes and pipes end should be jointed by flanged and fixed on supporting pillars made by brick work and PCC including welding, fabrication, grinding, nuts, bolt, washers, rubber gasket, excavation, PCC, earth work, brick work and two coat of synthetic enamel paint over a coat of red oxide primer by spraying machine, show the direction of flow and make complete header work with air tight, end portion will be jointed by flanged, blank flanged, washers nuts, bolts, make stand/pillar by brickwork and pcc work for supporting of pipe, connected with existing pipe with proper joint, including excavation at har standing, remove the interlocking tile and refixing the same, earth work, excavation, making hole at walls and making the surface and wall as per existing header pipe should be joined with existing DI pipe and help of MS pipe and fittings complete all as directed. Note : MS pipe, MS fittings, DI pipe, DI fittings should be measure and paid in respective items. |
| 67 | Supply and fixing pipe ERW Steel pipe, nominal dia 100mm as per IS 1239 thickness 4.5mm complete all as specified and directed |
| 68 | Supply and fixing pipe ERW Steel pipe, nominal dia 150mm as per IS 1239 thickness 5.4mm complete all as specified and directed |
| 69 | Supply and fixing pipe ERW Steel pipe, nominal dia 300mm as per IS 3589 thickness 5.4mm complete all as specified and directed |
| 70 | Supply and fixing MS iron fittings, ISI marked viz bends, tapers, reducers, flange, blank flange, short/long bend etc size of pipe upto 300 mm bore, complete all as specified and directed |
| 71 | Supply and fixing PVC insulated sheathed flexible cable of 1.5 sqmm 3 core for aviation light, building, security light, cable should be passed through medium grade conduit and conduit fixed with all by heavy duty saddle complete all as specified and directed |
| 72 | Supply and fixing lED flood light 70 watt 230 V AC outdoor type with thermal management in multiple optics and equipped with IP66 protection, with impact and corrosion resistant complete with driver and lamp, light should be fixed on LHT wall at out side by help of fastener complete all as specified and directed |
| 73 | Supply and fixing 4 way DBs with 200 amps rated bus bar double door sheet metal enclosure with 32 Amps SPN MCBs-01 No, SP 10 Amps-02 Nos complete all as specified and directed |
| 74 | S&F XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 6 sqmm 2 core complete all specified and directed |
| 75 | S&F in repair Pipe Support for all types of pipes including hangars/ fasters/ elbows/ supports/ MS angles, MS strips for fixing the pipe on vertical wall of over head tank complete all as specified and directed |
| 76 | Schedule of Credit Total in Figures 0.0 0.0 -164740.0 Quoted Rate in Figures Select 0.0 0.0 Zero Only 0.0 Quoted Rate in Words INR Minus One Lakh Sixty Four Thousand Seven Hundred & Forty Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysSep 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender